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Final Environmental Impact Report 


~RUNNING FENCE 


County of Sonoma, California 


Draft Environmental Impact Report, 


Comments and Responses 


Environmental Science Associates, Inc. 





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ESA-EIR-1975 
October, 1975 
Volumes 1 and 2 


Final Environmental Impact Report 


RUNNING FENCE 


Prepared under contract to the 
SONOMA COUNTY PLANNING DEPARTMENT 
Santa Rosa, California 


Volume I: Draft Environmental Impact Report 


Volume II: Comments and Responses 


(this report is printed on 100% recycled paper) 


Delta Printing, Santa Clara, California 


Environmental Science Associates, Inc. 


1291€. Hillsdale Boulevard Foster City, California 94404 415/573-8500 
1390 Market Street San Francisco, California 94102 415/552-4775 
8725 Venice Boulevard Los Angeles, California 90034 213/838-2221 


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ESA-EIR-1975 
October,- 1975 
Volume 1 of 2 


Draft Environmental Impact Report 


RUNNING FENCE 


Prepared under contract to the 
SONOMA COUNTY PLANNING DEPARTMENT 
Santa Rosa, California 


Environmental Science Associates, Inc. 


1291E. Hillsdale Boulevard Foster City, California 94404 415/573-8500 
1390 Market Street San Francisco, California 94102 415/552-4775 
8725 Venice Boulevard Los Angeles, California 90034 213/838-2221 


SONOMA COUNTY RETAINED ENVIRONMENTAL 
SCIENCE ASSOCIATES TO ASSESS THE 
POTENTIAL ENVIRONMENTAL IMPACT OF 
THE PROPOSED RUNNING FENCE WHICH HAS 
BEEN PROPOSED BY THE RUNNING FENCE 
CORPORATION. 


ENVIRONMENTAL SCIENCE ASSOCIATES (ESA) 

HAS USED ITS BEST EFFORTS TO PREPARE A 
COMPLETE AND COMPETENT REPORT, BUT ESA 
SHALL NOT BE LIABLE FOR COSTS OR DAMAGES 
INCURRED BY ANY CLIENT OR THIRD PARTIES 
CAUSED BY DELAY OR TERMINATION OF ANY 
PROJECT DUE TO JUDICIAL OR ADMINISTRA- 
TIVE ACTION, WHETHER OR NOT SUCH ACTION 
IS BASED ON THE FORM OR CONTENT OF THIS 
REPORT OR PORTION THEREOF PREPARED BY ESA. 





THIS REPORT HAS BEEN PREPARED IN ACCORD- 
ANCE WITH THE PRINCIPLES ENUNCIATED IN 

THE CODE OF ETHICAL PRACTICE OF THE 
ASSOCIATION OF ENVIRONMENTAL PROFESSIONALS. 
A COPY OF THIS CODE IS INCLUDED ON THE 
FOLLOWING PAGE OF THIS REPORT. 


CODE OF ETHICAL PRACTICE 





WHEREAS, the goal of my endeavoristo pro- Rely upon the independent judgment of 
vide a full-disclosure environmental document — an interdisciplinary team to determine 
in which decision makers and the public can the impacts, define and evaluate all 
place full confidence, 





| WILL 


Examine all relationships or actions 
which could be legitimately interpreted 
as a conflict of interest by clients, offi- 
cials, the public, or my peers; and I will 
fully disclose in the environmental 
document or other writing available to 
the public or the client my financial or 
personal interest in the project and each 
alternative, including the no-build or 
null alternative. 


Encourage, by every reasonable means, 
environmental planning to begin in the 
earliest stages of project conceptualiza- 
tion. 


Refuse to create an environmental 
document as a justification of a project or 
asa platform for opposition or advocacy. 


Abstain from attempting improperly to 
delay the outcome of an action or project 
through the environmental document 
process. 


Produce an objective environmental 
document; [ will not allow any of my 
relationships with clients, employers, or 
others to interfere with my duty to pro- 
vide a full disclosure environmental 
document. 


Actively follow, and encourage the ob- 
servance by others of, the principles of 
affirmative action and equal opportunity 
in all hiring and contractual activities. - 


IF PREPARING a document pursuant to the 
environmental document process, 


1 WILL 


Define a level of investigation appro- 
priate to the nature and scope of the pro- 
posed project or action, and its probable 
impacts; 


Select and use qualified persons of per- 
tinent disciplines in the conduct of the 
study; 


Incorporate the best principles of the de- 
sign and environmental planning arts in 
recommending measures for mitigation 
of environmental harm and enhance- 
ment of environmental quality; 


ASSOCIATION — of 
ENVIRONMENTAL PROFESSIONALS 


reasonable alternatives to the proposed 
action, and assess short-term versus 
long-term productivity with and with- 
out the project or action; 


Encourage public participation from the 
beginning in an open, frank and produc- 
tive atmosphere to stimulate democratic 
consensus; 


Write in a clear and accurate manner, to 
achieve and remove all possible bias; 


List all study participants, their qualifica- 
tions and affiliations; 


Cite all sources, written and oral. 


Strive to create a complete, scientifically 
accurate, objective environmental 
document that can be defended profes- 
sionally. 


IF REVIEWING an environmental document, 


I WILL 


Insist upon review of original technical 
reports or findings upon which conclu- 
sions or recommendations summarized 
in the environmental document are 
based, to ensure they are in conformity 
with applicable laws and guidelines; 


Assure that the assessment reflects my 
own best judgment where | am qualified 
to judge, and that of independent per- 
sons expert in areas beyond my capabil- 
ity to assess effects deemed ‘‘signifi- 
cant’; 


Determine that the document is consis- 
tent with all pertinent laws, ordinances, 
guidelines, plans and policies to the best 
of my knowledge and ability; 


Certify acceptability of the environmen- 
tal document only if Lam satisfied that it 
has been prepared and reviewed in con- 
formance with all of the above. 


Therefore, I subscribe to this Code; for 
Environmental, Science Associates 






Signature 


Paul Zigman, President 





TABLE OF CONTENTS 


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LOCA NOM s atepars/che ota! ataiere:aieia ny ousten elake ebelatareliolenatere’e stale Meelis 
TechnicalMMes crap CLONE; sweye's ceils, avevers: los ole; avbtera is tet vine! Wiss ath ee 
Legal History, Of :the: PROjSCE serais sites: sievetol oro teieaisveueletelee: 3% 
Approach to “the E.0 oR's..sjeafeyepageptete soe e.s 'sbeecete lors ofthe ost octets 


Environmental Setting, ‘Impact, Mitigation <)iv.'. «(slice 


A. 


Socal ECOMOMAC a5; .ieccisid exystoheustellaysbaiole' sails iajsys o..o1e 8 ope ae sie 
AT CHACCMOBY: « avataiccsna rarcha'n Seka ts Folw accor er vial sete tete > Sad tev ieiteFedstaree 
Poca rate EIS Oise iratra/cotayie yatlorstinis sysl eunpslinus’oysiave se celejsys cole a ayeusioent ote 
Population and Community Characteristics.......... 
COMMUNITY, AT CI ELIDS Se eceisyrie\epat's ic yore sols jousiis’ sieve dchauelatnterelstalens 
COMMUNAL VASO VE CCS sereyocorsyoremasnes« iss ceueue eusuvlelieiouis ie isyeie/ viele 
EGONOMMUCS oye sieicicha as etolelsiaveters-/ sce bre1s e/a) 0/0) # asic ine ors soe, Slavens 
Watsuiaill/ROSENG ETC cyte vara ohaeen (ove s)ois) Sie’ oj tislete sith sya istete aie vos 
Tratiic/ Circulation Parking; ./.ic/s5 os evasievevereie’> oe eve 
EME Ts Diy sarere) ce chee a) oveicnolovere .atevayeneusts olsl cvelorsisysierelciers etaicteferstons 


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ils 


Ecology 

A) MaTtNe MB TOMO Sys. cheetah era: sievalsyavers.at'e,01 «/e1aheuarsiols (oi8'eeusseyste 
D)Pderrestretia I) BiOMO Ry sie m0 cie,seis sates w aya aiarere siete se ales 
Somd's/ Geology / Seismology < iar aise. «islaleiese cles lste,«jare sieveleece 
Water Resources...... EMoverioravelaloistetote tetera cvevsicrerenesesevevene 
Air Quailkity /Meteoro logy 5: keys, ois: «seo ote wieteeteisve's. sere 
INGHISE Mew ctster er sedoss uh ccuobertaiens, cucteiebene as chsbesebarettloe neces ab aor 


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A. 
B. 


Unavoidable Adverse Environmental Impact............. 
Relationship between Local Short-term Impact 

and the Maintenance and Enhancement of 

Pong LSrmM PET OGUC ELV TE 0155615 ie ote o/0) 4, «/0)0' 9, 0.04/00 5:6, vhaie re. wets 


= Irreversible Environmental’ ChangeS'.;< )<c < says « «evel v00,¢ 
a OLOW CN aTMaale MGs DIMPACT «6 ;c:5-c101aie dys) vistas 6100s, aha-siie! oso iehe ose: 


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35 
38 
40 
48 
53 
55 
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76 


76 
90 
108 
124 
27 
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143 
143 
143 


144 
144 


Algernatives sto the Proposed, Project... 51. oo. cic <s\< «is che sivas 147 


NTI PO MTDC ate areserane seuscy aur steWavaiekev he isy eva evtor 61 sr ioV/axat-sveLases suaioveueVensheran onesie 151 
A REPORe ERED AME TaSicuot.yatatchater neve -Vorsy shel Vanover orershovel susvolouenetencterehehs 5a 
B. Sources of Information (Individuals and 

Ore SAMMI AeA OMS) kogsraneearchs oer eens) se ar eka\ se 5evoiccnSyoks:,cvolaleserspots staxsisks 152 
Cs REGenemeen Idi Sitaesr sexcvarcpenes ster cxcter etree ern o's “ahs @ldteae ehavareuesictore 156 
D. Rare and Endangered Native Plants of 

Southwestern Sonoma/Adjacent Marin County............ 163 
E., AmphibranssFound ain’ SonomaCounty:./..1321.- <- rs ois selene 165 
Fo Repel les Found: am: SONOMA: COUNEY:.-</c.0/<'cr<ieraterels) o's avelere cele 166 
G. Bards Recorded an Sonoma (COUMEY’ .\</./<sslsie/ els cisleye aia selelelole 6 167 
He Mamma lis sO fs SOmOma's COUN Yi... > ais. ois,'e10 s:siwie ois eenete rs eleleis s 6 es 174 
J. Visitor-Attracting Features of the RUNNING FENCE 

and Their Locations/ Potential Traffic 

CONGES ELON MLOMIMESY Lape ectegoccveneres sieiereconc evra roncreiokaveiclenekormrereeeys na 
K. Traffic/Circulation/Parking Details 

ANGMBA Cpa. Oude ercwalevenekevshs toreness sc veredh ole ole wrcvene RCloeonarceemrete 197 
[ee PAMChae OL py Reporter's sats areraeitle ie oieusiele oe lois ar Meontonemele 213 
Ms Ocean Engine Crean Gisyavs lies lor rotate jwiciere. ora erg enced werner cele 215 
Nic Elna DIES ciara ten ede eve roskedoyensdis fate corres -o'ev vo eral javors'atehisvaroteucteoretayate 231 


TABLE 


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TABLES 


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OF CONTENTS 


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Zee ELON ECE ME OCA OM aterieieieiaisre ovis eisiavelsioieloieiane tersneiejieratnc 
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7 Elevation of Marine Biology Study Area........... 
8 Sensitive Plant vAneadsias sc acc ce ete eietele o)orclts' 6! ove ayevowrs 
DRSESLOPES Is caele rare ctersleceteve sasers, ssiaenar.shel ore: jars! acai wleusrarsrorereneress 
NOM Geology, cans SOMES ia cistetaic, 6 cie\eiois) level siniele|e ele orsisyshoreretaiere 
J-1 U.S. and State Routes, and 

Coastal (ReereatdonvATea’s 55%. ciac 1s: ofc /te; oie ane oleiere orelevsiere 
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Ol OCall’g Road JNCEWONK acces crate ore srercheievevess c*csoretere: vevorereiers 


Level of Service, Two-Lane Rural Road............ 
- Fuel Consumption in Access and Viewing........... 
3 Rainfall Means and Extremes, 

Santa Rosa’, VOSWaMO MS ats visisyene ersicieisl aneseueiesetevenevepelelere 
4 Oxidant, Carbon Monoxide, and Suspended 
Particulate Experience, 1973, 1974. 22s .200scccsc 
Dust Emissions from Unpaved Roads. .........0<-s-. 
Peak Hour Carbon Monoxide Concentration.......... 
Noise Impact of the Vehicular Traffic 
Generated by the Proposed 
RUNNING CEENGE SE LOW CGE oicis (6 onc/ofate ere, o40 eVolotnl <) overere sioner 
K-1 Traffic Counts, August 30 & September 22, 1975... 
K-2 Assumptions: Visitor Access and Viewing.......... 
K-3 Level of Service, Two-Lane Rural Road............ 


Nr 


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140 
200 
205 
207 


vii 





SUMMARY 
INTRODUCTION 


The Running Fence is planned by the artist, Christo, as a temporary 
construction, in place for a maximum of two weeks. It is proposed by the 
applicant, the Running Fence Corporation, to be 18 feet high and more than 
24 miles long. The structure would be essentially an assembly of 18-feet 
by 62-feet white nylon panels, supported by cables and poles, the latter 
anchored in soil or rock. The ocean portion would consist of one nylon 
panel 300 feet long, tapering from 18 feet high at the land end to 2 feet 
"high'"' at the anchored seaward end. 


The route starts in the vicinity of Penngrove in Sonoma County, and 
follows a curving westerly path to the vicinity of, or into, the Pacific 
Ocean at a point about midway between the Estero Americano and the Estero 
de San Antonio, in northwestern Marin County. The land portion of the 
Fence proper would be on private property only, with one possible exception 
(Estero Road right-of-way, in Marin County). 


Construction is proposed to start in April 1976, with the distribution 
of materials on the properties along the route. The Fence would be in 
place for viewing during a maximum of two weeks in September 1976; it 
would then be disassembled within 4-5 weeks, so that no trace of the con- 
struction per se would remain after October 31, 1976. 


Many mitigating features have been designed into the current plans, some 
as part of the original design, others resulting from conditions set by 
public agencies, particularly Sonoma and Marin Counties, at an earlier 
stage of approval. Mitigation plans and further suggestions for mitigation 
appear here at the appropriate points in the summary of project impacts. 


IMPACTS AND MITIGATION 


In this summary, the emphasis is not on the potential adverse impacts 
(which are discussed in detail in the text of the EIR), but rather on the 
residue of significant adverse impacts remaining after the implementation 
of the applicant-accepted mitigation features. Beneficial impacts also are 
summarized. Residual impacts and mitigation features are generally presented 
in the order in which they are discussed in the text. In general, the 
major significant adverse impacts arise from the large numbers of visitors 
expected to be attracted to the area during the two-week viewing period. 


There are no known archaeological sites along the route. Since con- 
struction activities include no excavation, they are not likely to damage 
any unknown sites. Nevertheless, the permits authorizing the project should S-1 


contain conditions or safeguards, such as a performance bond, to assure _ 
that potential sites are protected from damage or destruction, should arti- 
facts or other evidence be discovered during construction. 


The major increased burden on local community services due to the 
presence of the Running Fence will arise from the impacts of visitors 
attracted to the area. Additional police services will be required, to 
control traffic and thus minimize congestion, and also to prevent trespass 
on private property, with its risk of fire initiation. Additional fire- 
protection services will also be required. The applicant has developed a 
program for training and deploying civilian monitors, who would guide visi- 
tors onto any private property made available, and discourage trespass in 
general. The applicant also plans to hire off-duty police/sheriff personnel, 
for traffic control. In the event of major problems, the Sheriff's Depart- 
ments of both Marin and Sonoma Counties would have the responsiblity to lend 
aid. The applicant has agreed to pay the cost of all such services, including 
those of the California Highway Patrol. Potential fire initiation during 
construction is mitigated by a series of measures planned by the applicant. 
These include the provision of fire extinguishers, spark arresters, and skid 
plates on construction vehicles. The aforementioned monitors will be trained 
by the California State Division of Forestry in the control of small grass 
fires. The applicant has agreed to pay the cost of additional fire-fighting 
services provided by local fire departments. However, costs of any Services 
provided by the California State Division of Forestry cannot be reimbursed 
by the applicant, unless he is directly responsible for them. Potential 
interference with bus transportation to the local schools, particularly 
during the children's return home in the afternoons, will be partially miti- 
gated by the traffic-control measures above. The Running Fence Corporation 
plans to provide for the stationing of an ambulance in the Valley Ford area 
at such times and location as will be determined by further consultation 
with public-safety authorities. It is suggested that, in order to keep 
litter to a minimum, plans include placement of waste containers at 
stopping points along the roadway network; also, the Fence removal phase 
could include roadside clean-up by the monitors. The Sonoma County conditions 
include posting of a $150,000 bond by the applicant "...to insure compliance 
with the conditions of this permit...". 


The proposed project is expected to have no adverse net impact on the 
finances of local governments or local public-service agencies. In addition, 
the project would provide employment for local people. Fence materials would 
be given to property owners who have easement agreements with the applicant. 
One of the trucks with flotation tires would be given to Sonoma County, 
while a bio-kinetic machine (which converts animal wastes into animal feed) 
would be given to Marin County. Christo's past practice has been to use 
funds from his personal sales of drawings (generated as a result of his 
large-scale projects) to support later projects. Thus, the project cannot 
be considered to be a commercial venture in the usual sense. Nevertheless, 
there is no legal guarantee that all future income, for example from the 
sale of drawings of the Running Fence project, will go to the Running Fence 
Corporation or its successors for future large-scale projects, nor is it 
certain that the net worth of the Corporation at any time will not revert to 
its principal stockholders, including the Christos. 


The chief potential adverse visual and aesthetic impact is the blockage, 
or the partial blockage, of close-in and panoramic views from residences 
along the Fence route. Another is the dominance (as opposed to view block- 
age) of the Fence as an element of the close-in views from some residences. 
Areas where these can occur include the Penngrove sections on the eastern 
flank of Meacham Hill and the Happy Acres subdivision, on the southeast side 
of Meacham Road. 


Traffic attracted by the Fence is the main source of unavoidable adverse 
environmental impact. Although most of the direct and secondary effects 
(which include congestion, air-quality impairment, noise and energy consump- 
tion) are temporary, those associated with congestion and the potential 
interference with emergency traffic can be significant. As many as 270,000 
visitors might be expected (probability significantly less than 50-50) during 
the two-week display period; on the peak day, 30,000 people (10,000 autos) 
might be expected. Overloading of the access and viewing road network, 
including sections of U.S. Highway 101, could occur, particularly on the 
second (peak) Sunday of the display period. Such overloading could lead to 
stop-and-go flow, traffic backups onto the freeway, cars running out of 
gasoline, boiling radiators, traffic accidents, and entrapment of emergency 
vehicles. Highway 101 appears to be the controlling element of the road net- 
work. On the reasonable assumption that interest will develop as the display 
period proceeds, so that visitor traffic on the first days of display (planned 
to be weekdays) will be relatively light, there appears to be time, after the 
erection of the Fence, to assess the likelihood that visitor traffic will 
reach capacity levels, and thus to implement one or more contingency plans 
for handling high volumes of visitor traffic. The applicant has agreed to 
be responsible for the costs of developing such plans, and of their implemen- 
tation. Some elements have already been agreed to; these include, as noted, 
the provision of monitors, the hiring of off-duty Sheriff's deputies, and 
the reimbursement of the costs of provision of traffic-control services by 
the County Sheriff's Departments and the California Highway Patrol. The 
Santa Rosa Area Office of the California Highway Patrol has the ultimate 
responsibility for decisions about traffic mitigation. Captain Eric Denton 
of that Office has the authority to require removal of the Running Fence, or 
any portion thereof, should he deem it necessary. The applicant has agreed 
to honor such a request immediately. 


The principal consumption of energy will result from travel by the 
visitors to the Fence. A worst-case analysis, assuming maximum reasonably 
possible visitor volume for the full two-week display period, with all visi- 
tor autos traversing the full length of the Fence route in both directions, 
indicated total fuel consumption of about 1.4 million gallons of gasoline 
and about 350,000 gallons of jet fuel (the latter based on the assumption 
that one percent of the visitors would travel to the area by air, with an 
average one-way trip of 1500 miles). No allowance was made for dual-purpose 
trips, or for the possibility that local drivers would be using their autos 
for other recreational purposes if they were not traveling to the Fence. 


$-3 


Implications of the Fence for ecological resources are discussed first with 
respect to the intertidal portions of the coastal zone part of the route. 
Intertidally, the area is similar to many hundreds of like sites located 

along the California coastline. It is not of unique biological significance. 
The changes to take place are all of short duration and should impact only 

the deeper waters where the anchors are to be set, and perhaps a small portion 
of the offshore surface waters. This impact will be minor as well as temporary 
The presence of two sea anchors for a two-week period is likely to have no 
long-term biological effect, relative to the natural phenomena which occur 

all of the time. While the placement of the final on-shore support pole 

might possibly cause some erosion and sloughing of rock or dirt onto the 

upper intertidal area, there already is and has been considerable erosion 

and sloughing of cliff material onto the intertidal. The area,biologically, 
is one in which the present communities have either adjusted to this natural 
phenomenon or are displaced as a result of it. The possible addition of a 
minuscule amount of additional erosion is considered to be irrelevant. The 
conclusions as to the insignificance of long-term effects on the biotic 
communities apply even in the unlikely event of storm damage during the 
September display period. 


On the land portion of the Fence route (including that within the 
Coastal Zone boundary), no rare or endangered plants were found during 
the September 1975 field visit; this does not prove that such species 
do not exist along the route. Potentially sensitive areas include the 
coastal bluff and its immediate vicinity; freshwater marshy or vernally wet 
areas; and rocky outcrops which have been protected from grazing. The major 
potential for damage to sensitive areas would occur during the construction 
and removal phases. This has been partially mitigated by features built 
into the applicant's design, including use of trucks with flotation tires 
and special techniques (winching of equipment, use of hand tools) on the 
steeper slopes, plus plans for extensive training of construction and removal 
crews, and agreement to abide by decisions of County-approved biologists 
and geologists accompanying the crews. Potential biological damage from 
failure of the Fence during its display period is partially mitigated by 
extensive design and testing, including full-scale tests, of the panel/pole/ 
cable/anchor system. The terrestrial-biology consultants strongly recommend 
a subsequent field survey to be carried out in the spring of 1976, when rare 
or endangered plant species would become evident, if present along the route. 
They recommend also that hillside seep areas, especially along the coastal 
bluff, be avoided, even by foot traffic during construction. Similar 
recommendations apply to rocky outcrops further inland. Methods for operating 
near such areas are detailed. In general, they recommend the avoidance of 
work in any area while it is still damp following the winter rains. With 
respect to the ptotection of animal life, the terrestrial-biology consultants 
recommend that passages be left at certain specific points in the route so 
that deer and other vertebrates can continue their normal movements during 
the two-week display period. They recommend also that the Fence panels not 
be put in place across certain creeks; in fact, that not even the top cable 
: be suspended at such locations. Further recommendations include the attach- 
S-4 ment of visible strips to Fence cables before the mounting of panels, to 


prevent danger to birds (along likely flyways), and the delay of the display 
period until the end of the Coastal Deer Season. A final recommendation is 

that construction be begun last, and the Fence removed earliest, in the por- 
tion of the route between Valley Ford and the coast. This is actually part 

of the applicant's plan. The terrestrial-biology consultants conclude that 

because of the ephemeral nature of the Fence, and on the assumption that the 
mitigation suggestions will be followed, the biological effects of the Fence 
will be only temporary, aside from possible erosion damage. 


Potential effects on soils have been presented under biological impacts 
above. It should be pointed out that field reconnaissance by the applicant's 
engineers led to a new alignment of the route at Fence Segment 11, to avoid 
an existing landslide. Aside from energy consumption, associated principally 
with visitor travel, there will be little consumption of resources, since 
most of the materials for the Fence are surplus, and all will be supplied 
to the easement providers, for further use or for sale. Also, plans are to 
cut all anchor cables at ground level and drive them at least 18 inches below 
grade, backfilling the holes with sand, so that little visible evidence of 
the Fence will remain along the route. 


Mitigation measures designed into the project plan appear to minimize 
surface-soil erosion, even in the sensitive coastal bluff area. There appears 
to be little likelihood of runoff (sedimentation) problems. Thus, surface- 
water quality is unlikely to be adversely effected. 


Air-quality impacts are expected to be minimal. In no event are area 
suspended-particulate (dust) standards likely to be exceeded because of the 
project. A worst-case analysis of pollutants produced by visitor traffic 
on the peak viewing day indicated that it is highly unlikely that such 
traffic will cause local violations of the national standards for carbon 
monoxide. This judgment holds even if there are intermittent traffic jams 
along area roadways. It appears, further, that such traffic will have only 
a very small, and probably unmeasurable, impact on the smog level in the 
air basin. 


Construction noise would be perceivable at many of the residences along 
the Fence route. It could produce levels that would strongly interfere with 
both outdoor and indoor residential activities at some homes along the route. 
For a (hypothetical) residence immediately next to the Fence, such levels 
would persist for a maximum of three days. For most of the 20 to 30 residences 
affected, such interference would persist for less than one day. A worst- 
case analysis of noise produced by visitor traffic indicated that noise 
levels along local roads could increase by up to 23 decibels (dBA), about 
a 5-fold increase in perceived noise. The greatest increases would occur 
in the now most-quiet areas. The effect on the Pepper Road portion of the 
Fence route, for example, would be to raise noise levels to about those now 
experienced along Petaluma/Valley Ford Road west of the Highway 1 intersection 
(near Valley Ford). 


S-5 


RELATIONSHIP BETWEEN LOCAL SHORT-TERM IMPACT AND THE 
MAINTENANCE OF LONG-TERM PRODUCTIVITY 


As noted, increased traffic, a local short-term impact, will affect 
the local road network for a maximum of two weeks, producing the most 
significant of all the impacts of the proposed project. Noise may increase 
with traffic increase during the viewing phase, and air quality will change 
(but not significantly) with addition of fuel pollutants. In addition, 
vegetation, if damaged by the construction and removal activities and by the 
movement of the Fence'’s materials when in place, is expected to return to 
normal state within a few years. Therefore, the above impacts can be con- 
sidered as local short-term impacts, which would not interfere in the long- 
term with the land and its use, the functioning of the road network, or the 
lives of local residents. 


IRREVERSIBLE ENVIRONMENTAL CHANGES 


Soil cores removed for placemént of Fence poles and replaced with 
sand (as well as anchor holes backfilled with sand) create an irreversible 
environmental change; one that is somewhat comparable to the usual farm 
operation of digging post holes for fences. Grasses and herbs are expected 
to grow back to normal within a few years. If further landsliding should 
be induced in the coastal bluff area, this would represent an irreversible 
change; however, its effect on life in the intertidal areas below would be 
temporary, in the context of the natural processes now occurring in those 
zones. 


GROWTH- INDUCING IMPACT 


The event of the viewing of the Running Fence, together with the 
associated media publicity, will have brought much attention (both nation- 
wide and worldwide) to the Sonoma/Marin dairy-farm landscape. The viewing 
phase will also bring many visitors (possibly as many as 30,000 on a peak 
day), some of whom may be attracted by the numerous FOR SALE signs in the 
area. The low-quality agricultural soil, lack of water and sewer service, 
high land price, high taxes for non-agricultural-preserve land, and 
restrictions on building in the coastal zone, will tend to discourage land 
sales beyond the normal rate of such transactions. Thus growth, beyond 
current rates, is not a likely outcome of the project. 


S-6 


PROJECT DESCRIPTION 


A. APPLICANT 


The applicant for Christo's Running Fence+is the Running Fence 
Corporation (formerly the Valley Curtain Corporation)*, the officers 
of which are: 


8 Jeanne-Claude Javacheff, President and Treasurer 
® Christo Javacheff, Assistant Secretary 
° Scott Hodes, Secretary and Legal Counsel 
The business activity of the Running Fence Corporation is to 
foster public appreciation of fine art.** The products of service 


are works of art.** The artist of the works is Christo Javacheff, 
known generally as ''Christo"'. . 


*Incorporated January 8, 1971. 
**U.S. Corporation Income Tax Return, 1974, for Running 
Fence Corporation. 


B. | STATEMENT OF APPLICANT'S OBJECTIVES 


Christo, speaking for the Running Fence Corporation, provides the 
following: : ; 

"The Running Fence is a work of art. It can be described in 
quite simple terms: 24 miles of white, translucent fabric, running 
over the hills, both emerging from and disappearing into the sea. 

But the Running Fence project is more complex than this. It exists 
in time--three years of shared life experience. And it exists in 
space--a particular space in Northern California. 


The choice of California for the project was inevitable, born 
with the project itself. California has the richest variety of 
texture of anywhere in the United States. Our site was carefully 
chosen after we explored the coast-line from Mexico to Oregon. The 
path of the Fence runs from 101, a major highway, and it runs in 
the vicinity of many small roads from which the Fence can be seen 
without trespass or traffic hazard. The path includes urban areas 
and suburban, and cattle ranches, and dairy farms, and the Pacific 
shore along which so much of California living is done. 


I would like people to understand that the Running Fence repre- 
sents not just three years of my life, but three years of team-work, 
three years of study with engineers, surveyors, botanists, geologists. 
The Running Fence project also involves politicians and businessmen, 
supervisors and artists, students and--especially--the local ranchers 
and landowners. Often their first approach to the project was one of 
caution, distrust; but in the great majority of cases, the feelings 
have become enthusiasm and support. This communal energy has become 
an important part of the Running Fence project. 


The financing has been generated by the project, and has been 
raised in its entirety from the sale of drawings and collages. And 
the financing will, as with projects in the past, be spent on the: 
project. But what is important is the people, and the land. The 
Running Fence will bring out the contours of the Sonoma hills and the 
seashore, the changing of the weather. The Running Fence is a 
celebration of the landscape. 


The physical reality of the Running Fence will be a beautiful 
one. The fabric is a fragile material, like clothing or skin. And, 
like the structures the nomads built in the desert, it will have the 
special beauties of impermanence. The fabric is a light-conductor 
for the sunlight, and it will give shape to the wind. It will go 
over the hills and into the sea, like a ribbon of laisht:" 


LA 


C. LOCATION 


Sonoma County and Marin County, on the coast of northern 
California, are two of the nine counties that comprise the San 
Francisco Bay Area. Sonoma and Marin Counties are known for their 
scenic coast, forests, dairy land, and other agricultural areas. 


Christo's Running Fence has been proposed by the applicant, 
the Running Fence Corporation, to reach from Meacham Hill*, east of 
U.S. Highway 101 and north of Petaluma, to Valley Ford in southern 
Sonoma County; then across Americano Creek*and northern Marin County 
into the Pacific Ocean--a total of about 24 miles. The currently 
proposed route is shown in Figures 1, 2, and 3. More specifically, 
the Fence project would be located upon 48 private parcels (under 42 
Signatures**) within Sonoma County (about 20 miles of route) in the 
vicinity of Highway U.S. 101, south and north of Railroad Avenue; 
Stony Point Road; Meacham Road*; Pepper Road; Walker Road; Petaluma/ 
Valley Ford Road; and upon eight private parcels (under ten signa- 
tures**) in Marin County (about four miles of route) in the vicinity 
of Franklin School Road, Marsh Road, and Estero Road. 


The original routing of the Marin County portion of the project 
has been revised; this Environmental Impact Report discusses the new 
alignment. The routing of the project in Sonoma County, and the 
properties which it traverses, remain essentially as originally proposed. 


At the time of preparation of this Draft EIR, the final locations 
of two segments of the project route in Marin County have not been 
defined with certainty. These two segments are: 


(1) The location of the Running Fence over, or around, the 
Gaver property which has frontage on Estero Road; 


(2) The western terminus of the Running Fence. 


The alternate locations of the two segments of the project are 
shown on Figure 3. These alternatives are discussed at the appropriate 
places in the EIR text. 


*The spelling of 'Meacham'' used in the U.S.G.S. topographic 
(quadrangle) maps (for both Meacham Hill and Meacham Road) has been 
adopted here. The Road is spelled 'Mecham'' on some road maps and in 
official Sonoma County records. Strictly speaking, ''Estero'' refers to 
the estuarine (tidal-influenced) portion of the creek. In this EIR, 
the portions of the waterways outside the coastal zone (1000 yards upstream 
of the tidal influence)will be referred to as Americano Creek and San 
Antonio (Stemple) Creek, while the coastal-zone portions will be referred 
to as Estero Americano and Estero de San Antonio. 

**Several parcels may be owned by one owner, whereas several owners may 
own only one parcel; therefore, the number of parcels does not coincide with 
the number of signatures. Christo, personal communication, August 25, 1975. 


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5; AND/OR COUNTY APPROVAL‘ 


——— Proposed location Running Fence 
(Marin and Sonoma Counties shown in 23 segments) 


seceee Tentative location subject 
to permit 
eames Corrected alignment (Segment 11) 


ao Boundary of California Coastal 
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FIGURE 3. PROPOSED runwninG FENCE ROUTE 


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D. | TECHNICAL DESCRIPTION 


The Running Fence, a temporary construction (two weeks maximum 
duration), is proposed to be 18 feet high and more than 24 miles long, 
with its white nylon panels following an undulating inland path 
through Sonoma and Marin Counties to the vicinity of,or into, the 
ocean. Some of the relevant facts relating to this project are as 
follows. 


ALIGNMENT 


The general location of the Fence route was chosen after a 
survey of the entire Pacific Coast by the artist.* His criteria 
included artistic considerations, such as visual impact and relation 
to terrain, as well as the presence of a cross-county road network 
to provide for visual access. This area was chosen from among several 
candidate areas. 


It is the intention of the applicant that the Running Fence be 
visible from public roads. No stopping or parking area has been 
proposed as part of the project. However, some of the ranchers 
involved with the project have indicated an intention to provide 
parking facilities. It is not the intent of the applicant to 
encourage maximum visitation to the Running Fenvce,* 


Alignment of the Running Fence will be, with one possible excep- 
tion, entirely on private property (with easement agreements)**. The 
easement upon which the Fence is to be constructed is 40 feet wide. 

The one possible exception to this alignment principle--an alternative 
proposal of location within the Estero Road (Marin County) right-of-way, 
to substitute for the route traversing the Gaver property, on the 
Fence's way to the coast in Marin County (see Figure 3). 


The Fence will break at roads, stopping before reaching public 
right-of-way and continuing again on private property. It will also 
break at farm roads and animal crossings (but the top cable will 
continue over private farm roadways at 15-18 feet above ground), and 
span streams, providing animal access corridors under the Fence. 
Little space is expected beneath the Fence except in very uneven 
ground or over ravines. 


The Fence route has been designed to avoid sensitive or hazardous 
areas.* Furthermore, field inspection has resulted in modifications 
in the specific location of the structure, to avoid additionally 
discovered sensitive areas (i.e., landslides)* (see Figure 35, Seg. 11). 


*Christo, personal communication, July 28, 1975. 
**See sample Easement Agreement in Appendix N. 
**+Field reconnaissance with Mr. Burr Heneman, August 11, 1975. 11 


12 


MATERIAL 


The Running Fence panels will consist of a heavy, white nylon 
fabric [165,000 (square) yards, or 2270 fabric sections, each 18 feet 
high, and about 68 feet wide], hung from a 9/16 inch steel cable 
strung between steel poles (2270 poles, each 3% inches in diameter, 
160 pounds). The poles (21 feet long), generally 62 feet apart, 
will be embedded three feet in the ground and braced laterally with 
guywires and earth (or rock) anchors at approximately right angles 
to the line of the Fence, using no concrete. The grommeted woven 
nylon panels will be suspended from the top cable and the upright 
poles by clips that are designed to release at winds in the neighbor- 
hood of 60 mph while heavier clips on the bottom cable will hold the 
panel at ground level. The lower edge of the fabric will be attached 
to a bottom cable (9/16 inch) anchored to the ground at about twenty 
foot intervals, and at each pole. Construction details are shown in 
Figures 4 and 5S. 


The fabric is white "Nylon 6,6'', manufactured by J.P. Stevens & 
Company, Inc., New York, from synthetic fiber produced by E.I. Dupont 
de Nemours and Company, Wilmington, Delaware. The "Textile World 
Manmade Fiber Chart 1972"' (McGraw-Hill, Inc. 1972) describes the 
effects of heat upon this fabric as follows: ''Sticks at 445°F. Melts 


at 480°F to 500°F. Yellows slightly at 300°F when held for five hours". 


According to the manufacturer, the fabric is self-extinguishing in 
that it melts away from flame. Although the fabric may remain ignited 
temporarily, it is consumed relatively slowly, and in the case of the 
Running Fence might create a fire break rather than a fire hazard.* 


PHASES** 


According to the applicant's plans, construction will take about 
five months, and will commence in April 1976. It will require a num- 
ber of trips over the easement by the trucks carrying equipment, men, 
and materials. Viewing of the completed Running Fence will be during 
two weeks in September 1976.* Removal will be during late September 
and the month of October 1976. 


*California State Division of Forestry (Sonoma Ranger Unit) 
letter of January 21, 1975 to Mr. George Kovatch, Planning Director, 
Sonoma County. Also, H.E. (Marty) Abell, URS Research Company, 
personal communication, July 24, 1975. 

**Burr Heneman, A & H Builders, Project Coordinator for Running 
Fence. 
*\fter the Labor Day weekend. 


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BOTTOM PIGTAIL is 
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SHOE ANGLES 
LATERAL GUY (16) 
GUY PIGTAIL : 

GUY ANCHOR ~—>~<«> 


FIGURE 5 TYPICAL INTERIOR SPAN: NOMENCLATURE 
14 


April + 


April + 


June + 


September 


October 


Phase I - Distribution of Materials: 


Poles, guywires, anchors, upper and lower cables, and 
shoe angles will be distributed starting in April and 
continuing for several months. Work will begin in the 
drier areas, generally in the eastern portion of the 
Fence route, and progress to the wetter areas, which are 
generally in the coastal portion. 


Phase II - Anchor-driving and Hole punching: 


Anchor-driving and hole-punching will begin in April. 
To protect holes before poles are erected, holes will 
be covered with two shoe angles (two-foot lengths of 
steel angle which are to be fastened to the poles at 
ground level to distribute the weight of the materials 
on the surface of the ground in order to keep the poles 
from sinking)* (see Figure 5). 


Phase III - Placement of Poles and Cables: 


In June, erection of poles and simultaneous placement 
of top, bottom, and guy cables will begin. 


Phase IV - Distribution and Hanging of Fabric Panels: 


Distribution of fabric panels, folded and enclosed in 
bags made of the same fabric, will begin about three 
days before the display period. Hanging of the fabric 
panels, furled on the poles, will begin two days before 
the display period. All panels will be unfurled on the 
first day of the display period. 


Phase V - Cleanup and Removal: 


Dismantling will begin at the ocean to minimize distur- 
bances in that sensitive area. All materials and litter 
will be removed (except for anchor cables, which will be 
cut off near ground level, then driven under ground to a 
minimum depth of 18 inches below the surface of the ground). 
All holes will be backfilled. This phase will take 4-5 
weeks through about October 31, 1976, starting with the 


*Equipment to be used would include six three-quarter-tor trucks, 
four of which are equipped with hole-punching and anchor-installing 
equipment; one flat-bed truck, and several moto-mules. In some areas, 
much of this work must be done by men without the aid of trucks. 15 


16 


sensitive areas (coastal area, wet areas, and Meacham 
Hill/Highway 101 area) and finishing with the less 
sensitive areas. The reverse sequence will have been 
used in the construction phase. 


The viewing phase comes between Phases IV and V, of course. In 
case of emergency (such as traffic blockage), fabric and cables can 
be dismantled in one day by crews of the Running Fence Corporation 
starting with the most-sensitive areas. Each fabric panel can be 
removed in 2-3 minutes, based on recent testing (at Jameson Trucking, 
Santa Rosa, August 1975)*. In case of strong winds, the panels will 
detach from poles at winds of 45 mph and top hooks will detach at 
winds of 60 mph. In the coastal water portion of the route, panels 
are designed to fasten by top hooks only (see below). 


SUMMARY OF CONSTRUCTION DETAILS** 


Christo's Running Fence was engineered by URS/The Ken R. White 
Company under the direction of Ernest C. Harris, Ph.D., Registered 
Professional Engineer, State of Colorado; Sargis S. Safarian, Regis- 
tered Civil Engineer, State of California; and Gernot D. Appelt, 
Registered Civil Engineer, State of California. Engineers represent- 
ing the engineering firm, Unipolycon, include: James Fuller, John 
Thomson, and D. Zagoroff. The final design has been developed through 
several stages of structural design and analysis, laboratory tests and 
full-scale field tests. This testing and analysis allowed the design 
to be approved by the artist, the engineers and the contractor 
(A & H Builders). 


Evaluation of the design determined not only at what wind speed 
the system failed but, more importantly, how the system would fail. 
Thus, the final design incorporates points of controlled weakness to 
insure ''safe'' failure. 


In this situation, ''safe'' connotes protection of the 
environment and protection of the structure. The designed failure 
mode would simply allow the fabric to disconnect from both the 
poles and the overhead support cable and to lie on the ground at gusts 
of slightly above 60 mph. This would significantly reduce the 
wind resistance to permit the structure to withstand tne 20 psf wind 
loading required by the Sonoma County Building Code. Fabric and 


*Mr. Burr Heneman, A & H Builders, telephone communication, 
August 21, 1975. 

**This section is based on engineering details provided by the 
project engineer. (See Appendix N.) and on information provided by 
the applicant and by the contractor (Personal communication, Mr. 
Burr Heneman, October 17, 1975). 





structure would remain intact, allowing the fabric panel to be 

put back in place to complete the viewing period. Failure at the 
lateral and upper hooks will prevent overloading of anchors and 
poles, which could otherwise disrupt the soil. Even if some poles 
were lost, their strength is less than that of the soils so that 
they would bend before disrupting the soil. Also, the anchors and 
guys are the strongest structural elements; thus, anchor withdrawal 
is extremely unlikely. Each anchor will have been tested to working 
load when driven. 


The final structure design for Christo's Running Fence is in 
principle quite simple. Newly developed equipment will punch out 
cores of soil about 34 to 4 inches in diameter and 3 feet deep. 
Steel pipe 34 inches in diameter will be placed 3 feet into the 
ground to stand 18 feet above grade. Standard spacing of poles will 
be 62 feet. These poles will be guyed laterally with cables attached 
to soil anchors driven 36 inches below the surface and tested to 
working load. A top cable supported on the poles will be adjusted 
to match the curve designed into the top of each panel. The bottom 
of the Fence will be secured by a bottom cable attached to the bases 
of the poles and by soil anchors every 20 feet. Calculated and 
tested component strength and performance have been verified and/or 
modified to give the structure the required performance character- 
istics. For example, free-standing poles were found to sink into 
the ground under design loads, so shoe angles were added and tested 
for load-carrying capacity. A simple change in assembly sequence 
corrected another deficiency; lifting of the top cable occurred 
under certain wind loading, but placing the lateral guy cable over 
the top of the top cable provided the required hold down. All of 
these problems were discovered and corrected during the engineering 
testing phase. 


A different design will be used in the ocean segment of the 
Running Fence. There is no construction within the intertidal 
itself. In addition, the pole closest to the ocean will be located 
near the bottom of a grassy slope which ends at a lip approximately 
20 feet above the high tide line of the study area. That pole will 
be situated far enough on the landward side of the lip so that the 
guy anchors running seaward from the pole will be set in solid 
ground. These anchors will be set back from the lip so as not to 
contribute to sloughing. The anchors will be tested to working 
load. No anchors or anchor cables will be any closer to the inter- 
tidal zone than the top of the lip. 


From the top of the last pole (approximately 40 feet above the 
intertidal) , the top cable (7/8ths inch wire rope) will run seaward 
approximately 550 feet, where it is attached to the apex of a V-shaped 
bridle. The legs of the bridle extend seaward another 450 feet to 
anchors, the type of anchor to be determined by the type of bottom 
(Danforth 200-H, if the bottom is sand). The bridle is also of 
7/8ths inch wire rope. A flotation buoy at the junction of the top 


cable and bridle will be used to give the top cable the proper 

sag for display of the fabric panel. The top cable and bridle will 
be marked with any buoys required by the Corps of Engineers or the 
Coast Guard. 


During the maximum two-week display period in September, a 
300-foot long nylon panel, tapered from a width of 18 feet where it 
is attached to the first pole at the top of the cliff to a width of 
about two feet at the seaward end, will be pulled out on the © 
top cable on blocks. The bottom of this loose- footed panel will 
be weighted to keep it vertical in normal winds. The bottom of the 
fabric panel will be under water a maximum of two feet below MLLW* 
toward the seaward end. Crossing the intertidal zone, the bottom of 
the fabric panel will be several feet above the water at high tide. 


In short, the only changes to be made to the subtidal area are 
1) the deposition of two sea anchors 1000 feet offshore; 2) the 
presence of a wire rope through a small portion of the offshore 
water colum; and 3) the suspension of a nylon panel into the surface 
waters of the offshore area. No changes are planned for the inter- 
tidal area itself. The fail-safe features of the ocean segment are 
summarized by the Engineers as follows:** 


e "The ocean portion is attached at the top edge only, 
so that it can withstand 20 psf pressure on structure. 


e The main water loads will be longitudinal drag on the 
fabric. The fabric being unrestrained, will 'bunch' next 
to the cable, thus reducing surface area subject to drag 
and reducing drag force." 


Other protective features designed into the project include: 
e In-place soil strength tests for each anchor. 
® Provision for multiple anchors where soil conditions dictate. 


e Three types of guy and bottom anchors, depending on soil 
(bottom) materials and condition. 


*Mean lower low water. 

**This summary is based on work performed before the ocean engineer- 
ing work presented in Appendix M. The recommendations of the latest 
work will supersede the earlier plans. 


e Longitudinal anchors, where necessary. 


e Vehicle slope limits and alternate vehicle use methods: 
winch the vehicles (trucks or moto-mules) down steep 
slopes, and use hand installation (no vehicles) on 
particularly sensitive or steep slopes. 


A biologist and a geologist approved by the respective counties 
and the Coastal Zone Conservation Commission will provide field 
Supervision of construction in sensitive areas. 


Prior to construction, Petaluma Fairgrounds will be rented by 
Running Fence Corporation for training of crews for hanging and 
unfurling Fence fabric (where crews will have the advantage of a 
large area for "dry runs" of Fence installation) and for training 
of monitors in crowd control by the Sonoma County Sheriff's office 
and the Sonoma County District Attorney's office.* 


A bus to be rented by Running Fence Corporation will bring 
crews to the Fence route in order to avoid inefficiency and additional 
traffic of individual transportation.* 


Monitors hired at the expense of Running Fence Corporation will 
guide visitors away from trespassing on private property. When they 
are in need of assistance in protecting property from trespassing, 
the monitors' 2-way communication system with Running Fence communi- 
cations center can bring the necessary aid from the County Sheriff's 
office (from either Sonoma or Marin Counties, depending on location 
of need). Additional assistance from the California Highway Patrol 
or the Sheriff's offices of Sonoma or Marin Counties may be called in 
for solving potential Fence-induced traffic problems on public roads. 


All crews and monitors will be trained in fire fighting techniques 
by the Division of Forestry.** Other fire-prevention measures will 
include the following: 


e Motorcycle monitors will have fire extinguishers. 


& Smoking by all crews will be restricted to designated 
safe areas. 


e All construction trucks will be equipped with fire- 
fighting tools (two shovels, two McLeods), as well 
as fire extinguishers. 


*Burr Heneman, A & H Builders, Telephone Communication, October 13, 1975. 
**The Division of Forestry can be reimbursed for its fire protection 
services only if the reimburser is the party directly responsible for 
the fire. 19 


e All construction trucks and monitors will be in 2-way 
communication with Running Fence communication center. 


e Running Fence communication center will be equipped with 
Thomas Bros. maps (used by fire agencies) for ease of 
communication with fire agencies in the event of fire.* 


2 All appropriate fire agencies will be provided with 
maps of Fence route with Fence segment numbers and 
locations of gates in ranch fences. 


20 “Burr Heneman, A § H Builders, Telephone Communication, October 13, 1975 


E. LEGAL HISTORY OF THE PROJECT* 


The applicant, Running Fence Corporation, applied to Sonoma 
County in November 1974 for permits to erect the Running Fence 
over private property (with easement agreements). Although the 
Zoning Ordinance did not have zoning districts that specifically 
permitted or prohibited a temporary 18 foot high fence (the authors 
of the Zoning Ordinance could not be expected to have conceived of 
such a need), the Running Fence was interpreted to be in compliance 
with the Zoning Ordinance. A Use Permit was required. 


The Sonoma County Board of Supervisors in its official action 
to require a Use Permit declared that an EIR was not required 
according to the Board's interpretation of State requirements under 
the California Environmental Quality Act of 1970, due to the temporary 
nature of the Running Fence, and to its apparent lack of environmental 
impact. ** 


Subsequently, both the State Lands Commission and the U.S. Army 
Corps of Engineers granted permits for those portions of the originally 
proposed project under their jurisdictions (coastal end). 


In the late spring of 1975, the North Central Coastal Conserva- 
tion Zone Commission approved the coastal zone portion of the Fence 
(original Estero de San Antonio routing). The local Commission was 
then overruled, in June 1975, by the California State Coastal Conserva- 
tion Zone Commission. A new coastal routing has subsequently been 
proposed, as noted earlier in this EIR; it terminates about one mile 
north of Estero de San Antonio, and about the same distance south of 
Estero Americano. A minimum of the route (less than one mile) is 
in the coastal zone. The new routing is subject to approval by the 
Commission. 


In June 1975, just following the disapproval action by the 
State Coastal Zone Commission, the earlier action of the Sonoma 
County Board of Supervisors in denying the need for an EIR was 
reversed in Sonoma County Superior Court. Judge Golden of Lake 


*Much of the written record of the project, used as background 
material in the preparation of this EIR, is based upon applications 
to various regulatory agencies during the course of project develop- 
ment. Only those elements of the project legal history that bear 
upon discussions in this EIR are included in this summary. 

**Marin County approved its portion of the project as originally 
routed, on the same basis. Both counties imposed a series of 
conditions for environmental protection. 


21 


22 


County ruled in favor of Committee to Stop the Running Fence, etal., 
who had sued the County, holding that an EIR should have been required. 
The EIR process was therefore started, and the planned construction 

of Running Fence postponed from 1975 to 1976. 


In September 1975, the California District Court of Appeals 
reversed the Superior Court ruling and, thus, the EIR was no longer 
legally required to complete processing of the Use Permit in Sonoma 
County. 


Conditions of the various agencies concerned are to be met by 
the applicant. The original Sonoma County and Marin County conditions 
follow. Note that the Marin County conditions were set for a different 
Fence route than is now proposed. Conditions are, of course, subject 
to revision during the forthcoming deliberations of Sonoma County and 
Marin County Commissions and Boards. 


Consultations by the Sonoma County Planning Department with 
other responsible agencies are documented in a letter to ESA from 
that Department. See Appendix B. 


Resolution 48448 
THIS USE PERMIT SHALL BE SUBJECT TO THE FOLLOWING CONDITIONS: 
1. That this permit shall expire on November 1, 1975. 


2. That the location of the project shall substantially conform to the location map 
on file with the Planning Department marked, “File 7772, Running Fence Corporation, 
February 13,1975," and in any case, the project shall only be located on those parcels 
made a part of the permit application, and the project shall only be conducted in a 
manner authorized by the written agreements with the owners of said parcels and on 
file with the Planning Department. 


3. That the size, composition and design of elements of the fence project shall- 
substantially conform to the Construction Details Summary on file with the Planning 
Department marked, "File 7772, Running Fence Corporation, February 13, 1975;" minor 
alterations required by other conditions of this permit or to improve the safety of 
the project are permitted. 


4. That the fence panels shall be constructed of white fabric which is fire retardent 
to the satisfaction of local fire agencies. 


5. That all costs of public agencies resulting from this project, other than 
ordinary services associated with the issuance of required permits, shall be borne 
by the applicant; these costs shall include, but not be limited to, special or 
emergency police or fire service, and enforcement of the conditions of this permit. 


6. That prior to the issuance of Building Permits, a bond in the minimum amount of 
$150,000 shall be posted to insure compliance with the conditions of this permit to 
correct damages and for compensation to any property affected by this project or to 
the County of Sonoma or other public agencies; said bond shall be acceptable to the 
County Counsel. 


7. That prior to the issuance of Building Permits, the applicant shall furnish the 
County of Sonoma with evidence that an insurance policy has been obtained providing 
combined single limit for bodily injury and property damage of not less than 
$1,000,000 and naming the County of Sonoma as additional insured, said insurance 
policy shall be acceptable to County Counsel. ~ 


8. That a qual-ified biologist shall be retained by the County at applicant's expense, 
to oversee construction and removal of the project to insure that the project will 

be constructed in a manner which mitigates adverse impact on wildlife, plant life, 
riparian zones and marshes; the Planning Director may, prior to issuance of Building 
Permits, require a cash deposit in an amount sufficient to reimburse the County for 
anticipated costs of the biologist's services. 


9. That construction within or over public rights-of-way shall be subject to review 
by the issuance of Encroachment Permits by the County Public Works Department or 
other applicable agency. 


10. That the project shall not cause or contribute to blockage of any public or 
private rights-of-way except as may be allowed by written authorization of the 
affected owners or agencies. 


11. That all applicable County Building Permits shall be obtained prior to the 
commencement of work. 


12. That all other applicable permits (local, State and Federal) shall be obtained 
and resultant conditions met and copies of said permits shall be placed on file with 
the Sonoma County Planning Department prior to the issuance of County Building Permits. 


13. That fabric fence panels shall not be erected or displayed without written 


authorization of the Planning Director; and that prior to issuance of said authorization, 


the applicant shall consult with the following agencies for the safe conduct of the 
display period: 


23 


24 


Resolution 48448 


California Highway Patrol County Sheriffs Department 
California Division of Forestry Cotati Fire Protection District 
Penngrove Fire Protection District California Department of Fish & Game 


County Public Health Department 


14. That the display period of the project shall be limited to a period of fourteen (14) 
days commencing with the erection of the first fabric panel; and that at the end of 

said display period, the applicant shall immediately commence removal of the project 

and restoration of affected properties substantially to their original condition, 
including removal of roadside litter; and in any case, said removal and restoration 

shall be completed prior to the expiration of this permit. 


15. That the fabric fence panels shall be removed immediately upon request of the 
California Highway Patrol, if necessary to maintain safe traffic movement. 


16. That at least 80 persons trained in crowd and traffic control, fire prevention, 
and citizen and property rights shall be stationed along the project route during 
the fabric display period. 


17. That the portion of the project route within 1000 feet of U. S. 101 Freeway, 
and the portion within Estero Americano shall be constructed last and removed first 
following the display period. 


18. That this permit shall be subject to revocation or modification by the Board 
of Zoning Adjustments if: (a) the Board finds that there has been noncompliance with 
any of the foregoing conditions or (b) the Board finds that the use for which this 
permit is hereby granted is so exercised as to be substantially detrimental to 
persons or property in the neighborhood of the use. 


Any such revocation shall be preceded by a public hearing noticed and heard pursuant 
to Section 26.225 of the Sonoma County Code. 


MARIN COUNTY 


CONDITIONS 





Prior to issuance of a building permit: 


1. 


_ Morin County Code $13.12. 


All activities associated with the running fence shill be completed os per the 
opplicotion for Design Review, unless stipulated otherwise in the following 
conditions. F 


Applicont shall submit to the County of Msrin a report pressed by a registered 
engincer or other person (accep*cole to the Planning Diss ~ ©) with demonstrated 
expertise in the arco of marine enginecring cetoiling iy «s:ign end tolerance of 
the running fence structure (to te placed in the tidelers) to withstand extreme 
bottom fluctuations, tidol velocities, debris pileup, etc. 


“The County of Marin stoff shall have the right to pass over the properties on 


which the sunning fence is located for inspection, supervision, and other 
related ond reasonable octivities. 


Motion picture operations, if performed from 3 County maintained road, and 


If performed by the applicant or his delegates, shall require a commercial 
filming permit os per County Code $5.36, and on encroochment permit per 


Jonuary 20, 1975 
licm 10 - Poge 2 


STAFF REPORT i 


26 


8. 


10. 


VW. 


12. 


13. 


County maintained roads shell, in olf coses, be hen’ wen co throug 
traffic. The C.H.P., of other Ganropriate enforcement onencics, 

shall be requested by the cyplicent to monitor the operations and 
adjust ony offending trasfic situations. 

During con:truction, materials may be placed along the roodzide of ; 
County maintained roads, only as permiticd by on encroachment permit 
Issued by the County Department of Public Works. 


The fence, upon approoching a County maintained roed, sholl terminate 
ot the right-of-way line. INo quy lines, cverhecd or otherwise, within 
the right-of-way sholl be permitted. 


A wildlife expert (accepteble to applicant end the Planning Director) shall 
supervise the siting, instollation, end remevat of the renning fence (posts D 
ond fobric) on parcels \O9-G5-21, 100-0'0-22, 105-0-20-2%4 er-t 102-020-26 
(adjacent to Estero Scn Anionio and Estero Americonc) to ensure: 


a. Provision for adequate and appropriate openings for wildlife seeking 
‘access to the woterways. : 


b. That the instollation and removal cf posts and fabric and vehiculer 
operation do not disture cny endangered plent species or obvious wild- 
life "resting" sites (nest, pad, etc.) 


The precise location of the running fence in the following locations shall 
be subject to the asprovel of County stoff, os delermined by on-site field 
investigation and technical consultation: 


‘a. From the 200 foot clevecticn west to the termination of the running fence 


on the Rancho Compcdres de San Antonio aad adjacent tidelands. 


b. All stream (intermittan! o: perennial) crossings. 


‘¢. Within the conservation zone adjacent fo Estero Americano 


County staff, upon field inspection prior to installation «f cc:ts hes the right 
to require no operalions (pasts or fence) within erviccnmeatally: ccns* tive 
oreas, such as the strecm conservation zone.u; Sitzro Anericuns or ether 
stream crossings. ; i 


The mutuolly occeptoble wildlife exoert shall have tre authority to require 
openings in the fence to enable wildlife access to Estero San Antonio. 


The vehicles utilized cross-country (off estebtishod fire ar ranch roads) shell 


be os specified in the azplication (equipped with wide, flotation type tires); 

in additign, soid vehicles shall be equipped with fire suporession equizment 

os requircd by the Marin County Fire Chief aad all personnel shall be instructed 
in the operation of the equipment. 


Applicant's representative(s) shall consult with the Marin County Fire Chief 
tegording the method of emercency pesscus “throval" the fence in the-event 
of wild fire; if necesscry, the apoticant shall provide the Marin County Fire 
Deportinent with oppropriate tools to cut the lower ccble or othenvide provide 
topid passage "through" the fence. (Tools may be required for the fire trucks 
ot Pt. Reyes, Hicks Valley, Tomales as well cs deputys' vehicles at these 


locations. 


Certification shall be provided to insure that the fobric utilized will not 
sustoin fire. 


-Janvary 20, 1975 
Item 10 - Page 3 


STAFF REPORT 


14, Na vegetatien tho!l be removed other than orasses or forbs which grow In 

the imnicdiote location of anchors, posts, etc. 
: . 

Ww 18 inches of cleorance obove grede shall be maintained for the length of the 
fence with the only exceptions at tie-downs, where the lower edge may be 
drown toward the ground. 

16. All poles, cables, weights and other remnants of the project (excepting 
onchors, see “17) slicll be removed from the running fence.route; siock- 

iling may occur on indivicucl rencn compounds cs determined by individual 
heer gee: All holes shell be tackfilled cs specified in the opplicotion, and 
the naturel terrain shell be ieft in such a condition as to provide no nozard 
to livestock, wildlife, persons or vehicles. 


17. Soil anchors may remain in plece, provided thot such will not result in metol 
. . . y p . P t . 
projections in the uppermos? 12 inches of ine soil, 
18. = In order to moximize the potentiol for visibility for wildlife, the fence shall 
be disployed during the crightest phoses of the moon; such occurs between 
ploy : brig P 
September 12 and 22, 1975. 


19. = The timetoble for display clean-up, removol and restoration sha!i be as 
follows: 
Doys 1 = 14: Disploy . 
Doys YW - 17: Fabric Removal x 
Days 15 - 17: complete removal within ine tidelunds 
off Compadres de Son Antonio 
Doys 15 - 50+: pole, guyline, etc. removal backfill 


The County of Morin sholl retain the righ! to supervise removal and cloan-vp 
operviions. if ine ridvicnds seamenr is no1 compiciea Dy Ine 16In Gay 

fotiowing Ihe conmencenient of dispiuy, Me County of Nuria suai wuve tre 
tight to secure services tc remove all materials from the tidelands, with the 

cost of such services to be deducted directly from the cesh bond heid by 

the County of IMerin. i S 

In the event thot cll clean-up operations ore not completed by November 1, 
1975, staff of the County of Metin may authorize dey-to-day continuation of 
work, os necessary; ground conaitions (as afiectad by roinfoli) witl be consicered 
in the time extensions. If werrented by ecrly rainiall or other unforseen event, 
the County of Marin may authorize continuation of cleanup ct a Icter dite, not 
to commence later then Mey 1, 1976. Applicant shall file with the County of 
Marin a notice of completion of clean-up and restoration, The County of 

Marin sholl retcin the right to inspect affected lenus within 21 days of this 
notice and determine wnetiner or not all conditions nave bcen met. Discrencncy 
between applicant's stctement of completion and tAsrin County staff findings 
sholl be raviewed by the Environmental Protection Cemmittee for determination. 
Standard appeal procedures will be cppliccble. 


‘20, — Bonding shall be required in the amount of $109,C00, $25,009 of which shell be 
“in the form of a cash bond, on deposit with the County of Mazin or deznository 
acceptable to the County of Marin and applicant. Said cash deposi shall be 
ovailable for the following: 


0. In the event of unsutisfectory completion of the conditions in "19" chove, 
where lack of action constitutes o hazard to persons or the environment 
In the opinion of the Planning Director, the County of Morin shall have 
the right 10 secure services tocchieve campletion of said conditions, the 
cost of such services to be deducted from the cash deposit availeble on an 
Immediate basis. 4 . 

b. Direct cost of county supervision shall be cu.argesi to applicent, to b> 
deducted from the cash deposit. Said supervision snall be chorqed ar the 27 
hourly rate of the staff person assiqned the responsibility, and shall not 
exceed ten days (80 hours) and appropriate mileace, motor pool charges 
without authorization by the Planaing Yirector cna applicant. 


STAFF REPORT Jonvey 20. 1978 


Item } tue t 
P ~ 


28 


aie Applicant shall make availcble to the County of Mere evidence of tabilily, 
Insuronze. Such shall indemnify and hold ha rless 3 the Coxaty of Mentin 
egouinst ony claim for dcmeces, costs, attorneys’ fens ne op penves 62d Gay 
judgement or decree which “might be renucred cguiast ihe County of Marin 
on account of any event or BlGimn which might be related to the instollotion, 
display, or removal of the running fence intentional or accicenicl. 


All ogreements required shall be opps roved prior to commencement. cof work 
by the County Counsel of the County of iMarin. 


At the hearing before the Planning Commission, the Staff of 
the Planning Department and Per eae agreed to modifications 
EOpconduezons LS and 20) .uwhach ace attached hereto. The 
conditions as modificd were the subject of the ETounsng 


a5) 


Commiss HOM Vowel 


Adequate clearance above grade shall be provided 


at suitable intervals along the length of the Fence 

to provide for passage of field mammals, such provision 
of clearance to be subject to coe. of the County 
Sicaune. : 


20) 


Bonding shall be required in the amount of $50,000, 


S2.0;,000 Of iach shall be aaletter of credit posted 
with a depository acceptable to the County of Marin 
and applicant. Said deposit shall be available for 
the following: 


ae. 


‘In the event of unsatisfactory completion of the 


cond tions an. TEI" above, wilrere lack of action 
constitutes a hazard to persons or the environment 
in the opinion of the Planning Director, the County 
of Marin shall have the right to secure services 

to achicve completion of said conditions, the cost 
o£ such services to be deducted from the letter of 
ered. 


\ 


_Direet cost of County supervision shall be. charged 


to applicant, to be deducted from the letter of 
credit. Said supervision shall be charged at the 
hourly rate of the staff person assigned the 
responsibility, and shall not exceed ten days 


(80 hours) an appropriate mileage/motor pool charges 


without authorization by, the Planning Dilxector and 


‘applicant. 


OFFICE OF TRE COUNTY CLERK 


MARIN COUNTY BOARD OF SUPERVISORS 


SAN RAFAEL , CALIFORNIA 


: Ne ETE 
FO: DATE: May 


\ 


EXCERPT FROM MINUTES, MEETING HELD APRIL 22, 1975 
CONDITION ON RUNNING FENCE PROJECT 


Pursuant to the recommendation of Supervisor Giacomini, M/s Roumiguiere-Price, to 
arify the condition regarding bio-kinetic reclamation, which is part of the Board's approval 
| February 4, 1975, of the Running Fence Project, es follows: 


"{n the event the Running Fence Project obtains al] necesSary approvals and is 
erected, and if the farmers of West Marin enter into a contract for bio-kinetic 
reclamation, which will call for the test of bio-kinetic manure recycling equipment, 
and under which thecontractorfor such equipment would receive a fee upon certifi-— 
cation by appropriate independent engineers that the equipment successfully meets 
appropriate performance specifications, then the applicant (Mr. Christo and his 


Organization) will subsidize any fee to be paid by such farmers in an amoun* not to 
exceed Ten Thousand Dollars ($10,000)."! 
YES ; ALL 


bia. So 


ATTEST: GEO.H.GNOSS 
Clerk 


30 


F. APPROACH TO THE EIR 


Its size, transitory nature and essentially non-utilitarian 
purpose make Christo's Running Fence one of the most unusual and 
challenging projects ever to be considered in terms of potential 
impacts on the environment. Clearly, the subjective interpretation 
and analysis of the Running Fence is beyond the purview of the 
preparers of an environmental impact report- ESA has carefully avoided 
judging Running Fence as an art object. 


This investigation has, therefore, addressed only the primary 
and secondary environmental effects associated with the construction, 
viewing, and removal of the Fence as a part of the total process. In 
isolating the physical Fence from the whole process, this distinction, 
while not consonant with the artist's objectives as we understand them, 
is nevertheless necessary for our present purposes. 


In this work program, we have: 


oO Organized data provided by the Running Fence 
Corporation and County of Sonoma, existing 
literature, public and public-agency attitudes, 
and other consultants. 


oO Supplemented existing information and acquired 
additional data where appropriate. 


oO Identified possible areas of concern not 
previously noted. 


oO Completed the impact analysis and remaining report 
sections as specified in the Guidelines for 
Implementation of the California Environmental 
Quality Act of 1970, as amended through March 1975. 


The analysis has covered setting, impact, and mitigation for 
each of the three on-site stages of Running Fence: (1) construction, 
(2) viewing, and (3) removal. 





ET’. 


ENVIRONMENTAL SETTING, IMPACT, MITIGATION 


SOC IAL/ECONOMIC 


1. ARCHAEOLOGY* 


Setting 


In the vicinity of the Running Fence route, no known archaeo- 
logical sites or resources appeared in the records studied: California 
Department of Parks and Recreation at Sacramento, Sonoma State Univer- 
sity at Rohnert Park, and California State University at San Francisco. 
No indications of archaeological resources were observed or discovered 
during visual surface reconnaissance efforts at locations where pre- 
historic sites would be most likely to occur. 


Impact 


The Running Fence on its proposed route will have no significant 
impacts upon archaeological resources, so far as can be determined 
by existing data. Since they include no excavation, construction 
activities are not likely to uncover information about (exposed) 
archaeological sites. By the same token, such activities are not 
likely to damage such sites if present along the route. However, 
in the unlikely event that archaeological artifacts are observed 
in any area during the construction phase, the area should be imme- 
diately vacated until clearance or mitigation measures are approved 
by an archaeologist representing the governing agency. 


Mitigation 


No mitigation is required, unless artifacts, or other evidence, 
are discovered. The permits authorizing the project should contain 
conditions or safeguards, such as a performance bond, to assure that 
potential archaeological sites are protected from damage or destruction. 


*See Appendix L for report of Archaeological Consulting and 
Research Service, Inc. 
Si 


32 


2. LAND USE 


Setting 


The proposed Running Fence route passes through predominantly 
large open agricultural, dairy, and grazing properties. In addition, 
the route passes through clusters of rural residential use near 
Railroad Avenue, Meacham Road, and the town of Valley Ford; and the 
route also passes near the community of Bloomfield--all in Sonoma 
County. Bloomfield consists of an elementary school, a tavern, and 
residences. Valley Ford (population 126) consists of a market, a 
bank, a post office, a sandwich shop, a repair garage, a service 
station, a small hotel, a restaurant, a realtor's office, and an 
office of the U. S. Soil Conservation Service. The Marin County 
portion of the route passes through dairy and grazing properties. 


Zoning along the route within Sonoma County is predominantly 
Agricultural, Exclusive Agricultural or Unclassified, but also includes 
an area of Light Industrial zoning on Stony Point Road, and the Rural- 
Residential-zoned Happy Acres, a subdivision off Meacham Road. Zoning 
in the Marin County portion is A-60, Agricultural Zone (60 acres 
minimum) .* 


Sonoma County has traditionally been an agricultural county. 
The amenities of agriculture and the proximity to Bay Area centers 
have attracted people to the County. Population growth and increasing 
urbanization in the County over the last 20 years have reduced overall 
agricultural potential.** The City of Petaluma tripled in population 
between 1950 and 1972, and now has a ''slow-growth" housing plan limit- 
ing new housing units to a maximum of 500 a year; this policy is 
currently being tested in the courts. Sonoma County has a policy of 
compact growth. Agriculture in the County is considered vital to the 
preservation of urban/rural diversity.** 


Impact 


The Running Fence, a temporary structure, will have no sub- 
stantial practical impacts on current land uses along its route.+ 
However, it will be potentially a partial barrier to movement of 
stock and wildlife; and when in proximity to the viewer, a barrier 
to view of the landscape, during the two weeks (maximum) it is to 

*Telephone Communication, Kathleen Ohlson, Marin County Planning 
Department, August 19, 1975. 

_ **Sonoma County General Plan Bulletin--Summary Composite Alterna- 
tives, March 14, 1975. 

: +Potential congestion along public rights of way is considered 
in Traffic/Circulation/Parking Section. It is not conventionally 
considered to be a Land Use impact in EIR's. 


be in place in its completed state with nylon panels in place--the 
viewing phase (two weeks of September 1976). 


During the construction phase (starting in April 1976) and 
during the removal phase (October 1976) the Running Fence will not 
be a visual barrier, due to the absence of the nylon panels. The 
lower cable, lying on the ground, is not likely to be a barrier to 
movement. Movement on public rights of way will not be obstructed 
by the Fence per se during any phase. 


Other than the visual barrier and partial movement barrier, the 
Fence will not interfere with the existing land uses of the area of 
the Fence route--mainly grazing. In the community of Valley Ford, 
the Fence route, with construction restricted to private property 
only, will cross Petaluma/Vallev Ford Road, possibly bringing increased 
temporary economic activity to Valley Ford, but not otherwise creating 
impacts on land uses in Valley Ford. 


The Running Fence will be viewed from Bloomfield, but will not 
be close enough to obstruct land uses within the community. 


The Fence will pass within view of homes in the Happy Acres 
subdivision,* travelers on Freeway 101 (north of Petaluma), and 
rural residents near Railroad Avenue and Meacham Hill. 


The Fence itself will not obstruct use and movement along its 
route, although viewer traffic at peak times on a weekend day during 
the viewing phase may obstruct use and movement (see Traffic/Circulation/ 
Parking Section). 


Many of the parcels within the Running Fence route that are 
under easement agreements with the applicant are also under Agricul- 
tural-Preserve Contract with Sonoma County. An Agricultural-Preserve 
Contract limits a landowner's use of his land to agricultural use or 
open space in exchange for reduced assessed valuation of the property 
(and thus reduced taxes) while the land is under contract (usually 
a set time period such as ten years). 


RS the Running Fence is not a commercial venture for which 
direct profit** would be earned (i.e., from admission charges), 
the Running Fence, the landowner easement agreements with the 


~*See Appendix for one resident's views on land-use impacts 
(Appendix N, letter from Mr. and Mrs. R. L. Raymond to Sonoma County 
Planning Department. ) 

**According to the applicant, indirect income will be earned by 
the Running Fence Corporation in the form of sales of art works created 
in conjunction with the project (but sold elsewhere). The applicant 
attests that to date, such income has been applied to the costs of 
other large-scale art projects of the corporation. (Jeanne-Claude 33 
Javacheff, personal communication, July 28, 1975.) 


34 


Running Fence Corporation, and the Agricultural-Preserve Contracts 

with Sonoma County do not appear to be in conflict. Therefore, the 
Running Fence can be considered not incompatible with agricultural 

or open-space use. 


Mitigation 
See Section on Traffic/Circulation/Parking. 


An ultimate mitigation measure for obstruction uf use and move- 
ment due to viewers, after other suggested solutions have been 
applied, is to take down the Fence--even before scheduled removal. 
This would be done, by prior agreement, upon proper signal* under 
necessary conditions. 


Upon removal of the Fence, existing land uses and movement will 
continue as before. 


*To be given by Captain Eric Denton, Commander, California 
Highway Patrol, Santa Rosa Area Office. 


3. POPULATION AND COMMUNITY CHARACTERISTICS* 


Setting 


Most of the length of the proposed Running Fence project lies 
within Sonoma County, passing near the towns and communities of 
Penngrove, Cotati, Two Rock, and Bloomfield, and through Valley Ford. 
The most westerly section of the Fence cuts across a small corner of 
northwestern Marin County, terminating in Bodega Bay between the 
Estero Americano and the Estero de San Antonio. The portions of both 
counties which it traverses are sparsely populated and rural, consist- 
ing forthe most part of dairy ranches and small villages. 


In this section of the report, the growth characteristics of 
the county populations and the relative changes in character will be 
discussed. The January 1974 population of Sonoma County was 235,100. 
The annual growth rate of the County population since 1940 has been 
constantly on the decline: between 1940 and 1950, it was 5.0 percent; 
between 1950 and 1960, 4.3 percent; between 1960 and 1970, 3.9 percent; 
and between 1970 and 1973, 3.7 percent. The source of the population 
has been recorded since 1960 and categorized either as in-migration 
or as a natural increase due to the birth rate's exceeding the death 
rate. The statistics show that in-migration is responsible for 
between 68 and 94 percent of the increase. Although there is not a 
steadily increasing trend in the proportion of in-migrants to total 
population increase, the figures show that most recently in 1973 and 
1974, in-migration was responsible for 93 and 90 percent, repectively, 
of the County population increase. 


Sonoma County is considering two alternatives in county planning 
which would affect population growth, density, and distribution. 
Under Alternative One, the countywide population projection for the 
year 2000 would be 478,000, the growth rate averaging slightly over 
four percent annually. Alternative Two would involve some growth 
restriction: the county population in the year 2000 would be substan- 
tially lower--378,000, corresponding to a growth rate averaging 2.48 
percent annually. The County also anticipates a decrease in the rural 
population and an increase in urban center development, a continuation 
of a trend that started about ten years ago. It is anticipated, in 
addition, that the housing market would shift towards multi-family 
construction and mobile homes, although single-family homes still 
would occupy a portion of the housing demand. 


A small part (less than 20 percent) of the proposed Running 
Fence route traverses a corner of Marin County as it approaches 


*This section is based on information from the Sonoma County 
Data File, a recent publication of the Sonoma County Economic 
Development Board. 35 


36 


the coast. It does not pass close to any established community in 
Marin County. 


Marin County population statistics* show that Marin County 
experienced a paris high rate of growth between 1960 and 1970, 
averaging 4.03 percent annually. Over that period of time, the 
growth in the urban areas averaged 4.77 percent annually while the 
rural area populations decreased at a rate of 1.25 percent annually. 
Since 1970, the rate of population growth has been rapidly reduced. 
The County has experienced a total increase of approximately 4.7 per- 
cent since 1970, or an annual rate of approximately one percent. 

The current Countywide population is 216, S002. 


It was estimated that the 1972-73 Marin County population gain 
was 3,300 persons, of which 24.5 percent was a natural increase due 
to the birth rate's exceeding the death rate and 75.5 percent of the 
increase was due to the in-migration of population. 


Impact 


a) Construction Phase. 


The construction phase of the Running Fence project would not 
have any significant impacts on the population or community charac- 
teristics of the area, since the construction team (poles and cables) 
is small, and the panel-hanging team would be working for only one 
or two days during this phase. 


b) Viewing Phase. 


It is assumed that people would visit this area to view the 
Fence, arriving from all parts of the San Francisco Bay Area, the 
State of California, and beyond. This would result in a temporary 
increase in population in the northern part of Marin County and the 
southern part of Sonoma County. 


Many of those who would come to visit the Fence would be new to 
this area. The exposure of a significant number of persons to this 
region could instigate a slight increase in the number of people 
interested in living in or developing more housing in this area. This 
could lead to an ultimate increase in the population which, however, 
could not be considered significant in comparison to substantial 


development pressures which already exist (see Economic Setting 
Section) . 


*Marin County Planning Department, September 1974, Marin County 
Statistical Abstract. 


**Ray Ahearn, Marin County Planning Department, July 23, 1975. 


c) Removal Phase. 


Upon removal of the Running Fence, the population of the area 
would return to its normal number. No significant impacts on the 
population or community characteristics would be incurred by this 
action. 


Mitigation 


Widespread publicizing of the event would encourage signifi- 
cant crowding in the area. The temporary increase in population 
in the area of the Fence could thus be mitigated by control and 
limitation of publicity. Effective dissemination of information 
concerning the time available for viewing and the many different 
viewpoints and routes available might reduce potential crowding. 


37 


38 


4. COMMUNITY ATTITUDES 


This section has been based on community attitudes already 
expressed at the time of writing. Additional attitudes may be 
expressed during the public hearing process, and may be incorporated 
into the Final EIR, an addendum to the Draft EIR. 


Summary 


This project is unique with respect to the variety and quantity 
of community attitudes and public agency viewpoints that have been 
articulated, assembled, and made available prior to actual initiation 
of work on the EIR. Community attitudes may vary according to the 
meaning of "community"’, which may refer to (1) local dairy land 
owners, (2) conservationists, (3) agencies, (4) Bay Area residents, 
or (5) art experts and critics. 


The attitudes of some of the local dairy landowners seem to be 
that a landowner should be able to do what he wants with his land 
with a minimm of interference.* Conservationists, on the other 
hand, want to protect the natural environment, regardless of owner- 
ship. Agencies are required to carry out the law, as they interpret 
it, in the public interest. Bay Area residents travel throughout 
the Bay Area region for recreation and participation. Most of the 
artists, art experts, or critics who have volunteered their comments 
want a known artist to be able to complete his or her art work.** 


Specific Information 


Over 60 dairy land owners (in Sonoma and Marin Counties) favor 
the proposed Running Fence idea; theirsupport is documented by their 
easement agreements with the applicant for use of their land. 


Some conservationists opposed the original proposal for the con- 
struction of Running Fence for fear of environmental damage from construc- 
tion and from trespassing by viewing visitors, and suspicion of the pro- 
ject's being an "invention to make money" (Findley, 1975) .+ 


Although the North Central Coast Regional Commission of the 
California Coastal Zone Conservation Commission approved Christo's 
Running Fence "with (environmental) safeguards deemed adequate," 
the California Coastal Zone Conservation Commission itself denied 
approval within the Commission's area of jurisdiction, partly on 
the basis of a conservationist's written appeal.+tt 

*Personal communication with various dairy landowners on 
August 3, 1975 and August 10, 1975. 

**See sample letters in Appendix. (Note: Appendix letters 
have been chosen to demonstrate various viewpoints; no attempt has 
been made to indicate the frequency of occurrence of any viewpoint. 

+See section on Economics Impact. 

++Margaret Azevedo, Chairman, North Central Coast Regional 
Commission, letter to Dr. Joel Hedgpeth, June 26, 1975. See also 
Section on Project Permit Process above. 


The legal history of the project, reflecting in part other 
community attitudes, has been summarized in Section I.E. above. 


One Bay Area community, Belvedere, in southern Marin County, 
stated its support of Running Fence, but did not specify its 
reasons. * 


Art experts and critics, in written statements, have declared 
Christo as ''serious', "sincere", and ''a significant and respected 
creative artist''.** Some local artists disagree with this assess- 
ment .** 


¥Letter from Mayor David Bordon to Melvin Lane, Chairman, 
Coastal Commission, June 11, 1975. 
**See Appendix N for copies of communications. 


39 


40 


S. COMMUNITY SERVICES 


Setting 


The proposed Fence route crosses unincorporated land in both 
Sonoma and Marin Counties which is served by a number of public 
agencies. 


a) Education Services. 
The students of Sonoma County who live in these rural areas are 


bused to various schools including those under the jurisdiction of 
the county Superintendent of Schools (in Cotati and Petaluma); Marin 


students are bused to schools of the Shoreline Unified School District. 


The large fleet of buses which serves these schools delivers the stu- 
dents to school between 7:30 and 9:00 AM and then returns most 
students to their homes between 2:00 and 4:00 PM. Kindergarten 
students are returned home between 11:00 AM and 1:00 PM. School 
usually opens early in September--after Labor Day. 


b) Water Supply. 


Water is supplied to the homes in Petaluma and Cotati from the 
Russian River Aqueduct, and to the outlying areas by wells on indi- 
vidual properties. 


c) Liquid Waste Treatment. 


Most of the homes in the unincorporated rural areas do not 
connect to sewage lines; they use septic tank systems to treat 
liquid waste. The areas around Petaluma and Cotati have sewers; 
the latter city is served by the Rohnert Park Sewage Treatment Plant. 


d) Solid Waste Removal. 


Several sanitation companies provide solid waste pickup for 
the area. 


e) Fire Protection. 


There is a fire department in Petaluma and one in Cotati; both 
have small service areas in comparison to the total area along the 
Fence route. Penngrove also has a fire department. Bloomfield, 
Valley Ford, and Two Rock have volunteer fire departments. The 
rural unincorporated area is served by the fire protection service 
of the California State Division of Forestry, which has three 
stations in the region--one in Petaluma, one on Graton Road 
near Occidental, and its headquarters in Santa Rosa. 


From June through the middle-to-end of October is the ''fire 
season'' in Sonoma County. Up-to-date 1975 records for all State- 
responsibility fires (those responded to by the State Division of 
Forestry) in Sonoma County (5-year annual average) for the two 
dryest months (those of highest fire frequency), August and September, 
show: * 


Date (5-year annual average) Number of Fires 
August 1-10 195 
August 11-20 216 
August 21-31 239 
September 1-10 260 
September 11-20 ono 
September 21-30 294 


In contrast to these figures are the figures for April,* as an example, 
with its spring rain: 


Date (S-year annual average) Number of Fires 
April 1-10 3 
April 11-21 3 
April 21-30 5 


*Mr. Ron Matiali, State Division of Forestry, Sonoma Office, 
October 16, 1975. 


4] 


42 


f) Police Protection. 


During the period that the Fence would be in place, the Sonoma 
and the Marin County Sheriff's Departments would be responsible for 
events taking place on the properties along the Fence route; 
the California Highway Patrol would be concerned with maintenance 
of traffic flow on all roads in the vicinity. The California 
Highway Patrol would be assisted by county Sheriff's Departments 
when necessary.* 


g) Emergency Medical Service. 


Emergency ambulance service is available from Community Hospital 
in Santa Rosa and from Hillcrest Hospital Annex in Petaluma. They 
charge MediCal rates for the service but have a very limited number 
of ambulances. Outlying areas and other hospitals rely on private 
ambulance companies to provide service. There are numerous companies 
providing this service; they operate out of Santa Rosa, Sebastopol, 
Guerneville, Sonoma, and Cotati. 


h) Recreation Areas. 


For a map of major recreation areas in the area, see Figure 
J-2 (Appendix J). 


Impacts 


The construction, viewing, and removal of the Running Fence 
would require the cooperation of the various safety-related public 
agencies. In anticipation of a number of potential safely problems, 
the applicant, the Running Fence Corporation, has proposed (or 
accepted in prior agreements) a number of precautions as conditions 
to erection of the Fence; these are described in Project Description 
and in the Mitigation Measures accompanying this section (Community 
Services) of the report. Impacts described in the following represent 
the "unmitigated" potential situations. 


a) Education Services. 
i. Construction Phase: No impacts. 


ii. Viewing Phase: As this event holds the potential for 
causing traffic congestion on the rural roads in this-area, it is 
possible that the school buses, bearing children to and from schools, 
would be delayed or prevented from keeping their schedules. If such 
a disruption so affected the students in the area, it would consti- 
tute a significant temporary impact on the area educational system. 


111. Removal Phase: No impacts. 


*Lt. Robert Greer, CHP Santa Rosa Area Office, October 17, 1975. 


b) Water Supply. 


i. Construction Phase: As a safety precaution for fighting 
small fires, two five-gallon back-pack, water-filled fire extinguishers 
would be mounted on the construction and monitoring vehicles. As there 
would be six monitoring trucks, only about 100 to 300 gallons would be 
available/used for this purpose. Construction workers would require a 
minimal amount of drinking water. 


ii. Viewing Phase: On a peak day, visitors would use less 
than 100,000 gallons of the area's water; this cannot be considered 
a Significant impact, in view of the temporary nature of the project. 


iii. Removal Phase: No significant impact; the removal phase 
would last less than two days. 


c) Liquid Waste Treatment. 


i. Construction Phase: Those who would be working on 
erection of the Fence would use facilities on the various properties 
involved. The small number of workers involved would result in no 
adverse effect on the community service agencies. 


ii. Viewing Phase: The people who would be traveling 
through the area to view the Fence would be using public toilet 
facilties in service stations and restaurants in Petaluma and 
other sizeable communities along Highway 101, and to a lesser 
extent, along Highway 1. An estimated crowd of 15,000 to 30,000 
on a peak day would generate between 45,000 and 90,000 gallons of 
liquid waste. It is not anticipated that any adverse impact would 
affect the involved community service agencies. 


iii. Removal Phase: See Construction Phase impact discussion 
above. 


d) Solid Waste Removal. 


i. Construction Phase: It is unlikely that a significant 
amount of solid waste would be generated during the process of erect- 
ing the Fence. It is likely that a total of 2.5 cubic feet of 
solid wastes would be produced each day by the workers themselves. 
Fabric panels will arrive in wrappings of the same fabric, which 
will be given to farmers and landowners. 


43 


44 


ii. Viewing Phase: It is expected that the people attracted 
during the viewing phase will generate a substantial amount of solid 
waste. On a peak day, 1,050 to 2,100 cubic feet (about 40 to 80 cubic 
yards) of solid wastes could be disposed of in the area. It is possible 
that a significant fraction of this will be litter along the route, 
confined to public roadways as public viewing from private properties 
will not be allowed. 


iii. Removal Phase: See Construction Phase above. The Fence 
materials themselves will be delivered to the landowners or disposed 
of as surplus materials (to the trade). 


e) Fire Protection. 


i. Construction Phase: The construction phase will con- 
tinue through August and into September, the period of the highest 
frequency of fires. The use of a motor-driven vehicle on the dry 
grassland area creates a potential for fire. The Fence itself is 
made of nylon, which is not very flammable (see Technical Description 
Section). Mitigation measures are planned for fire-protection purposes. 
The responsibility for handling a fire would rest on the fire depart- 
ment serving the area in which the fire occurred (see Setting). The 
cost of the work done by the fire department for any emergency related 
to construction would be reimbursed by the Running Fence Corporation. 


ii. Viewing Phase: Running Fence is to be viewed during 
two weeks in the month of September, the month with the highest fre- 
quency of State-responsibility fires. The increase in number of 
persons and vehicles in this area, during the season when the grass 
is dry and the fire danger generally is high, compounds the fire danger 
and increases the chance that fire departments would be called upon. 


iii. Removal Phase: Removal will begin in September, the 
month of the highest frequency of fires. See Construction Phase 
discussion above. 


f) Police Protection. 


1. Construction Phase: The applicant states that such 
control would be exercised over the construction phase under present 
plans that it is unlikely that the police would be required to 
perform any special duties. There is a minimal probability of any 
needed policing, given the nature of the activity. 


ii. Viewing Phase: The Running Fence Corporation has 
planned for its own monitoring of the event (see Mitigation Measures) ; 
however, in the event of a major problem, the Sheriff's Departments 
of both Marin and Sonoma Counties would have the responsibility to 
lend aid. The California Highway Patrol would be responsible for 


maintenance of the traffic flow. Any cost of effort spent related 
to this event would be paid for by the Running Fence Corporation. 


iii. Removal Phase: See Construction Phase above. 
g) Emergency Medical Service. 


The number of persons who would visit the area to view the 
Fence would increase the probability of an incident which would 
require emergency medical services. The number of autos on the road 
could inhibit swift service by emergency vehicles (see Traffic/Cir- 
culation/Parking Section). Running Fence Corporation plans to 
provide for the stationing of an ambulance in the Valley Ford area 
at such times and location as will be determined by further consul- 
tation with public safety authorities. 


h) Recreation Areas. 


It is expected that many people visiting the area to view the 
Fence would make their visit a vacation. It is probable that the 
parks in the region--particularly those in the coastal areas-- 
could be visited by large numbers of people during the period that 
the Fence is in place. 


Mitigation 
a) Education Services. 


Potential for severe traffic congestion and possible delay of 
school buses would be mitigated to some degree by the attempt to 
maintain a steady traffic flow by the planned placement of uniformed 
off-duty Sheriffs' deputies (paid for by the applicant) along the 
roadway ; their job would be to control traffic. This measure is 
a part of the project plan (see Traffic/Circulation Section also). 


b) Water Supply. 


The monitors would be provided with drinking water from six 
trucks carrying containers of water, according to plans of the 
Running Fence Corporation. 


c) Liquid Waste. 


The Running Fence Corporation could set up chemical toilets 
for use by the monitors which would mean that they would not use 
ranchers' or public toilet facilities. To avoid crowding of the 
public restrooms, chemical toilets could be set up in rest stop 
or viewing areas on private property to accommodate the visitors. 
This is not part of the present plan. 45 


46 


d) Solid Waste. 


In order to keep litter to a minimum, it is suggested that plans 
be changed to include placement of waste containers at stopping 
points along the roadway; also, the removal phase of the Fence could 
include roadside clean-up by the monitors. The Sonoma County condi- 
tions call for removal of litter by the applicant. The conditions 
include posting of a $150,000 bond by the applicant ''...to insure 
compliance with the conditions of this permit...". 


e) Fire Protection. 


Several measures have been included in the Running Fence 
Corporation's plans as safety precautions against fire:* 


e Stationing of monitors along the roadway where the Fence 
nears the road to discourage people from stopping and leaving their 
cars to examine the Fence; this would keep people off dry grassland; 


e Equipping each of six monitoring trucks with one ABC fire 
extinguisher , two water fire extinguishers and fire-fighting tools; 


e Having the 100 Fence monitors trained in crowd control and 
method of control of small grass fires; 


@ Equipping the trucks used for erection of the Fence with 
spark arresters and skid plates to reduce the potential of grass- 
fire caused by these vehicles; 


e Assuming total financial responsibility for fire prevention 
actions related to this event. 


In addition, farmers along the route have offered to make avail- 
able their spray rigs filled with liquid. Also, visitors should be 
requested to refrain from smoking while in the vicinity of Running 
Fence, by means of signing and other communication. 


f) Police Protection. 


___ The plans of the Running Fence Corporation include the following 
mitigation measures: 


e Stationing monitors along the Fence where it intersects or 


approaches the roadway to keep viewers from trespassing on private 
property to inspect the Fence. 


*Mr. Burr Heneman, A § H Builders, August 21, 1975. 


e Crowd-control training of the monitors by the Sonoma County 
Sheriff's office and the Sonoma County District Attorney's office; 


e Contracting to hire uniformed off-duty Sheriff's deputies to 
help control traitics* 


e Assuming total financial responsibility for additional police 
activities related to the Fence project. 


g) Emergency Medical Service. 


During the periods when large numbers of visitors are expected 
to be viewing the Fence, an ambulance is to be provided by Running 
Fence Corporation and kept in readiness on one of the crowded roads 
in case of emergency. Traffic could be controlled to enable use of 
the road by an ambulance in case of emergency. 


h) Recreation Areas. 


Normal. controls on numbers of visitors to public recreation 
areas (as on holiday weekends) would mitigate potential impacts. 


*Captain Eric Denton, Commander, California State Highway Patrol, 
approves of uniformed (off-duty) Sheriff's deputies aiding in traffic 
flow and general policing. He disapproves of amateur monitors guid- 
ing, slowing, or stopping traffic; but approves of their monitoring 
private property--telephone communication August 21, 1975. 


47 


48 


6. | ECONOMICS 
Setting 


The proposed Running Fence route crosses land which is generally 
open and used for dairy ranching. Some other smaller agricultural 
activities such as potato farming and turkey raising take place in 
the vicinity. The agricultural industry is the largest industry in 
Sonoma County, having had an income of $123.6 million in 1974-75. 
Of all of the activities which are a part of the agricultural © 
industry, milk production is the largest. The Sonoma County milk 
industry had an income of $42 million in 1974-75. The largest _ 
dairy companies in the County are Clover and Challenge. The unit 
price for milk in the County is good but hay and land prices are 
high.* Some ranchers have moved to the San Joaquin or Sacramento 
Valleys because of the rising land assessments in Sonoma County.* 


Although agriculture represents the largest industry in the 
County, it comprises only a small portion (about 2 percent) of the 
total earnings of the County, including all wages, salaries, and 
other labor and proprietors’ income. Of the total earnings, 29.22 
percent are made in the governmental sector and 68.61 percent in 
the private sector, in which wholesale and retail trade (13.84 per- 
cent), services (11.53 percent) and manufacturing (9.19 percent) 
are the greatest contributors.** Farm income comprises 2.18 
percent of the earnings. 


In a description of total personal income in Sonoma County in 
1969, farm property income was recently listed as a negative figure.** 
This signifies that although farming is a sizeable industry, profit is 
not being made. This situation is attributed to the high costs of 
feed and other farm-related expenses, combined with the limitation 
on the price at which milk can be sold.* 


Ranch land in this portion of the county was reassessed two or 
three years ago. The large parcels of agricultural land did not 
experience much change in value even though there is an influencing 
development pressure in the general area. Parcels which were 
affected are those located in proximity to developing areas, like 
Penngrove, and those small parcels which are considered most 
developable--due to availability of water, sewer lines, and other 
services. Their assessed valuations have increased dramatically. 


*Mr. Harry McCracken, Sonoma County Agricultural Commission, 


July 29, 1975. 
**Sonoma County Economic Development Board, 1974. 


Recent sales in the area show that large 200-300 acre parcels 

sell for $600-700 per acre. Also, as noted earlier, the lands 
which have appreciated in value are the small parcels located close 
to the existing developed communities. 


Sonoma County has experienced a decline in building permits 
after reaching a high of 5,309 in 1972. This reflects the depression 
which has influenced the housing industry all over the Bay Area. 
In 1973 the single-family housing unit was more popular than the 
multiunit structure, but the most recent and projected trend is that 
multifamily housing and mobile homes will increase proportionately 
due to the high cost of land (Sonoma County General Plan Summary/1975). 


The new housing has concentrated in the vicinity of Santa Rosa, 
where much of it has been scattered in the unincorporated area, 
and, also, on the east side of Petaluma, which tripled in population 
between 1950 and 1972 (Zane, 1975). 


Impact 


In the process of erecting the Running Fence, persons would 
by employed from the local area to punch holes in the soil and 
place the poles, guy wires, and cables. Up to 225 persons would 
be hired to attach the sections of Fence. About 100 would be 
trained in certain skills for fire-fighting and crowd control to 
be used during the viewing phase. This constitutes temporary 
employment for some area residents. 


During the viewing phase, up to 100 persons would remain 
employed to monitor the Fence in shifts, providing a 24-hour-a-day 
guard. In addition, off-duty deputies from the Sheriff's Depart- 
ments of Sonoma and Marin Counties would be hired by the Running 
Fence Corporation as needed to control traffic. Most of the pre- 
cautionary measures and emergency services would be paid for by 
the Running Fence Corporation.* These include emergency use of 
helicopters, and services performed by the California State Highway 
Patrol or County Sheriff's Departments. They do not include all 
services performed by the California State Division of Forestry, 
for which there is no mechanism for reimbursement of training costs. 
This agency would train monitors in some fire-fighting techniques, 
as well as respond to emergency calls.** In summary, it is antici- 
pated that the proposed project would not have an adverse impact on 
the finances of the local governments or the local public service 
agencies. However, one State agency would have some unreimbursed 
expenses. 


*The Running Fence Corporation is financed by sales of Christo's 
art; 0.e., the sketches and drawings of each of his projects which 
he creates during the process of the project and after its completion. 49 
**See Community Services Section. Note that there is a mechanism 
for reimbursement of the Division of Forestry by the individual or 
organization directly causing a fire. 


50 


The project would attract approximately 15 ,000- 30,000 viewers 
on a peak day,* the majority of whom would be from outside the 
immediate vicinity of the Fence route. These visitors would make 
purchases in the commercial portions of the local communities, 
bringing some business to merchants and sales tax to the cities; 
quantities cannot be estimated. 


Viewing of the Fence would introduce the area to great numbers 
of people who had not visited there previously, which could result 
in a slight increase in demand for housing over a long period of 
time in this area, and therefore, pressure for development in this 
area. Land speculation in the area is down. As noted earlier, 
reappraisal of land value in the area within the past two or three 
years has not resulted in much change in assessed value for the 
large parcels such as those which the Fence would cross. Much 
of this land is not considered developable; some of it is in agri- 
cultural-preserve contracts with Sonoma County.** Much of it 
does not have water available nor are the soils conducive to use 
as a percolation area for septic treatment of sewage. It is unlikely 
that assessments would be affected by the Running Fence project.t 


In addition, a minor development pressure resulting from the 
event would not constitute a significant impact on the land or on 
the market for land. The significant development pressure which 
exists at the present time affects the land considered developable; 
the Fence project could of itself create only a slight increase in 
the present demand for such developable land. 


The Fence would be removed by those persons who had been hired 
to erect it and monitor the viewing phase. The last stage of the 
project, removal,would complete and terminate the temporary jobs 
created by the Running Fence. 


Upon removal of the Fence, the materials used would be given 
to the community. One of the trucks with balloon tires used to 
erect the Fence would be given to Sonoma County, as well as one of the 
machines used to punch holes in the soil for placement of the fence 
poles. Each owner of land which the Fence crosses would be given 
the poles used to hold the Fence. There are over 2,000 poles; at a 
cost of $42 each, they represent a gift of $84,000.++The Fence 
panels and the steel cable and anchors would also be given to the 
landowners. The Running Fence Corporation will bestow 


*See Traffic/Circulation/Parking section. 
**See Land Use section. 


*+Mr. Don Martin, Appraiser, Petaluma Assessor's Office, 
July 23, 1975. 
++At 1973 prices. 


a gift of a biokinetics machine--a machine which converts animal wastes 
into animal feed--upon the County of Marin. All these gifts represent 
a substantial monetary benefit to the Counties* and the ranchers in the 
area. Sonoma County also received from Running Fence Corporation in 
1975 a use permit fee of $1,850,* and almost $800 in building permit 
fees** ($526.50 building inspection fee, $263.25 plan check fee, and 
$10.00 referral to County Water Agency). The use permit fees for 

new permits for 1976 are an additional $900. 


In order to better judge Running Fence's potential traffic 
impact, a special traffic count was made during the months of August 
and September, 1975, in Sonoma County at the request of the Planning 
Department, at some cost (amount unavailable) to the County for labor, 
computer time and equipment use. 


The value of Christo's art increases with time, new showings, 
and new projects. The Valley Curtain, Christo's most recent large- 
scale work, raised the price of Christo's drawings, which had been 
$129 in 1964 and $980 in 1969, to $7,200 in 1975.*** Nevertheless, 
the Christos (Javecheffs) do not profit directly from projects 
such aS Running Fence and its predecessor, Valley Curtain;*** nor 
from the films**** and books+ that result from such projects. The 
Christos (Javacheffs), who finance their projects (via closely held 
corporations) through the sale of Christo's drawings, had joint 
personal (adjusted gross) incomes for the last two years of: 1974, 
$7,207; and 1973, $1,743.++ 


Running Fence Corporation, formerly Valley Curtain Corporation, 
which finances Christo's large works and which is supported by the 
sale of Christo's drawings, had net losses for the last four years 
of: 1974, $74,659; 1973, $121,836; 1972, $65,083; 1971, $67,852.+++ 


*Lloyd Johnson, Zoning Administrator, Sonoma County, Telephone 
Communication, August 21, 1975. 
**Anna Lee Wilcox, Office of Building Inspector, Sonoma County, 
Telephone Communication, October 17, 1975. 
***Jeanne-Claude Javacheff, Personal Communication, July 28, 1975. 
****Letter from Maysles Films, Inc., Filmmaker, August 15, 1975, 
regarding proposed Running Fence film. See Appendix N. 
+Letter from Harry N. Abrams, Inc. Publisher, June 6, 1975, 
regarding Running Fence book. See Appendix N. 
++IRS joint personal income tax return for Christo and Jeanne- 
Claude Javacheff and correspondence from Harry Auerbach, CPA, N.Y. 
_ *+++IRS corporation income tax return for Running Fence Corpora- 
tion and correspondence from J.K. Lasser § Co., CPA, Chicago. These 
figures include carried-forward losses from prior years. 51 


52 


It can be assumed that the successful completion of Running 
Fence will tend to raise the price of Christo's future drawings. 
Past practice, as noted, has been to use funds from sales of 
such drawings to support large-scale projects, a practice that the 
Christos are continuing in the present project. Nevertheless, 
there is no legal guarantee that all future income will go to the 
Running Fence Corporation (or its successors) for future large- 
scale projects, nor is it certain that the net worth of the Corpora- 
tion at any time will not revert to its principal stockholders, 
including the Christos. 


Mitigation 


As an overall net economic gain is expected to the community 
and the County, no mitigation is required. 


7. VISUAL AND AESTHETIC 


Setting 


The Running Fence route, from Meacham Hill at Highway 101 to the 
coast, meanders among local roads and through the watersheds of 
two creeks: Stemple Creek and Americano Creek. 


The grazed rolling hills, contrasted with large late-19th-century 
tree plantings on ridges or along roads (for windbreaks) and on 
gullies (for erosion control), give form to the landscape. Eucalyptus, 
in rows or groupings, predominates among the introduced trees.* 
Monterey cypress, Monterey pine, and poplar trees give a decided 
vertical contrast to the rolling terrain. Old fences--split rail, 
rustic picket, white board--add modified horizontal delineation, as 
do the local roads--emphasizing the on-going variation in elevation. 
Old (late-19th-century) houses, barns, relics of an old railroad, 
sheep and cattle, dairy trucks and signs, mailboxes supported by 
milk cans, and a surviving road sign stating "Slaughter House Road" 
identify the predominant use and interests of the area for close to 
a century. 


Impact 


The direct** visual and aesthetic impacts include theclaimed beneficial 
aspects, which will not be discussed here because, as noted earlier, 
they have to do with the subjective nature of the Running Fence as an 
art object. Of more concern in an environmental impact report are 
the potential direct adverse impacts; these have to do chiefly with 
the intrusive, if transitory, nature of the Fence as perceived by some 
local residents and by travelers along the local roads. The chief 
potential adverse imact is the blockage, or the partial blockage, of 
close in and panoramic views from residences along the route. 
Another is the dominance (as opposed to view blockage) of the Fence 
as an element of the close-in view from some residences. Local property- 
owners who have signed easement agreements with the applicant are 


*Which provide perch or habitat to numerous species of birds 
(i.e., turkey vultures, etc.), adding to the interest of the 
environment. 

**The indirect impacts result from visitors attracted to the area 
of the Fence route, primarily during the viewing period. Probably the 
most important of these indirect impacts would be the potential traffic 
congestion, the nature and the location of which would depend on the 
"attractiveness" of the Fence at specific points along its route. A 
detailed analysis of the variation of "attractiveness" along the route, 
with its implications for congestion, is presented in Appendix J. 53 


assumed to be unconcerned about the adverse visual and aesthetic 
impacts (or to consider the visual and aesthetic impacts to be 
beneficial). This brief examination will therefore emphasize 
those portions of the Fence which may block or interfere with views 
from residential property not under easement agreements .* 


One group of residences so affected consists of the Penngrove 
area homes on the eastern flank of Meacham Hill. Most of the closest 
homes cluster in a band about 750-1000 feet downslope of the ridge- 
line Fence. For those residents, the Fence will change the appearance 
of the ridge line where it can be seen through the trees but it will 
not block views. One home near the northern end of Segment 23 is a 
little closer, perhaps 500 feet from the Fence. However, there are 
two intervening knolls, so that the Fence may not be visible from 
this home. Near the start of the Fence, at the southern end of 
Segment 23, is a group of homes, some of which are somewhat closer 
than 500 feet. These, however, see the Fence end-on at its closest 
approach. 


A second group of residences is that in the Happy Acres subdivision, 
on the southeast side of Meacham Road. The Fence would run about 
1200-1500 feet to the southeast of these homes, and would be on the 
far side of the nearest ridge line. These residents now have some 
distant views of Meacham Hill, over the top of that ridgeline. 

It is possible that the top of the Fence would be visible above 
the ridge line; it could therefore partially block the residents' 
distant views of Meacham Hill. One home under construction in 
July 1975 is on the nearest ridgeline. The site has panoramic 
views to the southeast. While the Fence (below the ridgeline) 
would block close-in views, most of the panorama would be visible 
over the top of the Fence. 


*Direct visual/aesthetic impacts on all travelers are discussed 
54 in Appendix J. 


8. | TRAFFIC/CIRCULAT ION/PARKING* 


Setting** 


Beginning at the project's east end, the principal traffic-way 
for reaching the Running Fence route and for viewing the Running 
Fence will be via U.S. 101 (Freeway), West Railroad Avenue, Stony 
Point Road, Meacham Road, Pepper Road, Walker Road, Petaluma/Valley 
Ford Road, Franklin School Road, and Estero Road near the project's 
west end [See Figures J-1 and J-2 (Appendix J) and 6 (Section II.A.8 
and Appendix K)]. To reach these roads, most traffic will approach 
from the south on the Freeway (Route 101), exiting at one of three 
interchanges: the Old Redwood Highway interchange at Denman Flat 
and then along Stony Point Road; Railroad Avenue; or Roblar/West 
Sierra Avenue and Stony Point Road. The return to the freeway may 
be by these same routes except that, instead of using Railroad 
Avenue, traffic must use an on-ramp at Pepper Road to the south of 
Railroad Avenue (see Figures J-2 and 6). From the north, those who 
leave the freeway will use the Gravenstein Highway (Route 116) 
ramps and then Old Redwood Highway (Railroad Avenue) or Stony Point 
Road. Those southbound motorists who first decide to leave the 
freeway after noticing the Fence would use the Denman Flat Inter- 
change. Those who do not leave the freeway may view parts of the 
Fence from the freeway itself. 


A limited number of twenty-four-hour weekday traffic counts by 
Caltrans and Sonoma County were available at the start of this EIR 
project (see Appendix K).* Also, twenty-four-hour and hourly weekday 
and weekend traffic counts on the principal traffic-way and on 
nearby roadways were taken in August and September 1975 by the 
Sonoma County Department of Public Works, in order to anticipate 
normal traffic volumes in September 1976, when the Fence will be in 
place (see Appendix K, Table K-1).* 


From all these counts and from personal observations, it 
appears that most project-area roads currently operate well below 
capacity. Exceptions may be certain segments of the freeway and of 
Route 1 on Sundays, particularly in the summer months. 


*This section is based on the calculations and judgment of 
Donald K. Goodrich, Transportation and Traffic Engineer (Consultant 
to ESA), except where other contributors are specifically identified. 
**The environmental setting can be presented only if the 
potentially involved traffic network is first delineated. 
*Details of data and calculations are presented in Appendix K; 
the emphasis in this section of the text is on assumptions, general 
methods of evaluation, conclusions, and mitigation suggestions. 
55 


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The principal traffic-way for viewing the Fence is composed 
of five basic road types (see Figure J-2, Appendix J): 


1. Four-lane freeway 


2.  Two-lane roads with centerline stripe and shoulder 
delineated by edge stripe 


3. Two-lane roads with centerline stripe but without 
shoulder 


4. Two-lane roads with neither centerline stripe nor 
shoulder 


Se One-lane road 


A review of accident records furnished by Sonoma County 
indicates an unusually high percentage of nighttime accidents on 
Stony Point Road in 1973, showing a possible need for after-dark 
road delineation. However, the pattern did not recur in 1974.* 


Impact 


Traffic problems are not expected during construction and 
removal of the Fence. The limited number of construction vehicles 
will make little use of tl.e roadways, except for arrival and depar- 
ture each day. The construction and removal stages will not cause 
sizable adverse impact from visitors, since the placing of poles 
and cables by men and equipment ought not to be much more attractive 
to viewers (especially frcem a distance) than the digging of wells, 
the building of water supply ponds, or the loading of hay--usual 
activities on Sonoma County farm and dairy land. 


The visitor impact will be during the viewing stage--a maximum 
of two weeks in September 1976. 5 


As the Running Fence "'runs'' in an east-west direction, visitors 
can view it while driving west, and again while returning east, or 
vice versa (a round trip of about 45 miles). Also, they may travel 
the Fence route in one direction only, continuing to another 


*Sonoma County Traffic Department Accident Reports for 1973 
and 1974. 


57 


58 


destination, or returning to their point of origin by another route. 
The viewing route from the east would be via the following roads [see 


Figures J-1 and J-2 (Appendix J) and 6*). 
e Highway 101 
e Old Redwood Highway 
e Railroad Avenue 
e Stony Point Road 
e Meacham Road 
e Pepper Road 
e Walker Road 
e Petaluma/Valley Ford Road 
e Highway 1 
@ Franklin School Road 
e Marsh Road 


The relationships among view of the Fence, existence (or lack) 
of place to stop cars (along public right-of-way), and potential 
traffic hazard have been studied in some detail in Appendix J.** 
They provide a qualitative basis for some of the conclusions of 
this section (and Appendix K). 


A preliminary estimate of the visitor demand generated by the 
Running Fence (total arrivals and access routes) was made on the 
basis of crowd data from previous eventst+, the distance of the Fence 
route from Bay Area population centers, and the probable sources of 
Fence visitors.* It must be emphasized that this estimate is a 
matter of judgment rather than calculation; the Running Fence will 
be a unique event, with no real precedent to serve as a basis for 
extrapolation from the past. Factors taken into account in the 
estimation of numbers of visitors and the ways in which they will 
disperse to view the Fence include the following’: 


*Figure 6 appears here, and in Appendix K. 
**This portion of the analysis was performed by ESA staff. 
*Data. presented in Appendix K. 


The Fenee will be visible during all daylight hours for 
its proposed two-week display period. This distinguishes 
it from single-occurrence events, such as sports events 
or rock concerts, and makes it more like county fairs 

and similar occurrences. 


Unlike extended-duration events that occur at a fixed 
site, the Fence will be visible at numerous points from 
over 40 miles of public roads. 


Although Christo's past projects drew relatively low 
public attendance (leading, to the best of our 
knowledge, to no unacceptable traffic congestion) 

the total number of visitors attracted by the Fence 
cannot be ascertained with certainty because of demogra- 
phic differences between the Bay Area and the sites of 
the prior projects. 


Many viewers, even among those making a special trip to 
view the Fence, may be satisfied with the view they 
receive from the main approach routes, Highways 101 and 
1, and therefore, will not disperse onto the cross- 
county traffic-way. 


Total attendance will depend on publicity to date, 
particularly that associated with the environmental review 
process, but also that associated with museum and lecture 
events involving the applicant. It may depend even more 
on the same kinds of publicity in the future. TV coverage 
may either encourage or discourage viewing attendance. 


Variation in daily attendance during the two-week display 
period will depend on media publicity immediately prior 

to and during that period. It is likely that attendance 
will be higher on weekends than during the week, and that 

it will build up over the two-week period, so that the peak 
day will be the second Sunday, all other factors being equal. 


Heat and lack of shade (easterly part of route) or fog 

and wind (westerly part of route), and rise in gasoline 
prices, may discourage some motorists from visiting and 
viewing the Fence. 


59 


60 


The resulting estimate of the total number of visitors on the 
peak day (presumably the second Sunday) is expressed in the following 
in terms of the probability of occurrence of several levels of 
attendance: 


VISITOR DEMAND ON PEAK DAY 


Probability 
of Occurrence 
Number (Judgment ) Explanation 
15,000 (5,000 cars)* 60% (probable) 
30,000 (10,000 cars)* 30% (possible) 
50,000 (16,700 cars)* 5% (top demand, though 


only 10,000 cars may 
be able to arrive, 
due to limitations 
of road network) ** 


The analysis indicated that about 80 percent of the Fence visitor 
vehicles will approach the viewing area from the south and about 
20 percent will approach from the north. It is anticipated that the 
viewers, upon reaching the viewing area, will distribute themselves 
over the local road network (see Figures J-2 and 6) according to the 
following estimate: 


Percent of 
Roadway Visitor Vehicles 

West Railroad Avenue WS 
Stony Point Road (between Meacham 

Road and Route 101) 35 
Meacham Road--Pepper Road--Walker 

Road--Petaluma/Valley Ford Road 20 
Franklin School Road--Whitacker 

Bluff Road LS 
Route 1 north of Valley Ford 5 
Route 1 south of Valley Ford iS 
Route 101 north of Gravenstein 

Highway 1 
Route 101 south of Old Redwood 

Highway interchange at Denman Flat 55* 
Dispersed among other roads 20 


*Three visitors per car (estimate for recreational travel). 
**Result of analysis herein and in Appendix K. 

*Visitor traffic on the section of Highway 101 between Graven- 
stein Highway and Denman Flat may be as much as 65 percent of the 
total, depending on visitor decisions on where to exit, which may 
be influenced in part by back-ups on off-ramps. 


Hourly traffic variations in general can be expected to resemble 
those of summer Sunday recreational travel, e.g., arrivals starting 
in mid-morning and continuing until about 3 PM. Similar patterns 
can be expected on weekdays and weekend days, with the latter reach- 
ing a higher level. The weekend to weekday variation should tend to 
follow the two-to-one ratio observed for visitors to the Sonoma 
County Fair and Sonoma County wineries. 


While the vast majority of Fence viewers will view the Fence 
from land vehicles, chiefly autos, some viewers may approach the 
Fence route by air and water. Visitor arrival by boat to see the 
coastal area is not expected to be heavy. The North Coast Harbor 
Study for the Army Corps of Engineers (by JHK §& Associates) showed 
that few recreational boaters are willing to leave the shelter of 
San Francisco Bay and brave the long unsheltered route to Bodega Bay. 


Roadways near the Fence route have a limited amount of capacity 
available to absorb new traffic generated by Fence viewers. The 
traffic impact of the viewing period will depend upon the volume of 
vehicle usage relative to the capacities of specific roadways. 
Vehicle usage is expected to vary from hour to hour and day to day. 


Table 1 illustrates the relationship between level of service 
(or driving ease) and hourly traffic volumes (capacities)- for 
two-lane rural roads. The Table is appropriate for the two-lane 
roads in the project area during normal, non-Fence periods. However, 
the actual capacity under the conditions anticipated during the 
viewing period may be one-half of these.* The narrower Type 3 and 4 
roadways are assigned the same traffic capacity as the wider Type 2 
(Setting Section) because parking would generally be prohibited 
from the former and allowed along the Type 2 roadway. Route 101 
has been estimated by CALTRANS to have a one-way peak hour capacity 
of 3,000 vehicles on a viewing day.* 


Too much traffic compared to road capacity (i.e., Level of 
Service E to F) could lead to stop-and-go flow, traffic backups 
onto the freeway, cars running out of gasoline, boiling radiators, 
traffic accidents, and entrapment of emergency vehicles. Therefore, 
it is necessary to assess the possibility of network capacity over- 
load under the peak visitor conditions estimated above. 


*Letter to Mr. George Kovatch, Sonoma County, from Mr. L. Newman, 
CALTRANS, February 5, 1975. 61 


62 


—————— EEeeeEeeeSeEeEeeESEeEeSsSsSsSMMesFshsees— an 


TABLE 1 


LEVEL OF SERVICE, TWO-LANE RURAL ROAD 


SS EeEeewre—— 


Hourly 2-way Level of i 
Volume Service Operating Characteristics 
400 A Ideal flow 
900 B Free flow 
1,400 G Stable flow; some car-fol lowing; 
average speed 30 mph; a common 
service level for design 
1,700 D Approaching unstable flow; 
average speed, 20 mph, greatly 
restricted dur to car-fol lowing 
2,000 E Maximum volume attainable, average 
speed 10 mph. Level E is not 
likely to be attained. Operation 
may go directly from D to F 
less than F Forced, congested flow with 
2,000* unpredictable characteristics. 


Stop and go, long queues 





Source: Adapted from page 308, "A Policy on Design of Urban 
Highway and Arterial Streets", American Association of 
State Highway Officials 


The descriptive operating characteristics apply to other 
road types, including freeways. However, the associated traffic 
volumes change with road type. 





*As traffic demand exceeds 2,000, the resulting turbulence 
reduces flow to less than 2,000. 


Accurate assessment of the potential traffic impacts of the 
Running Fence is precluded by a combination of uncertainties, 
including those pertaining to the following: 


® Maximum likely levels of visitor traffic 


e Ratio between peak week-end visitor traffic and week-day 
visitor traffic 


e Hours when Fence visitor traffic would occur; percent of 
daily visitor traffic in the peak (visitor) hour 


6 Non-visitor ("'normal'') traffic during the display period 
® Visitor-traffic splits on the affected road network 


e Actual capacity of individual segments of the affected 
road network, under potential traffic conditions during 
Fenee display 


e Variation in capacity among the different road types in 
the affected road network 


Therefore, the approach taken was to examine several critical 
elements of the road network, under a series of assumptions.* The 
road elements evaluated were: (a) Highway 101; (b) Walker Road; 
(c) Petaluma/Valley Ford Road, east of Gericke (Jones) Road; and 
(d) Highway 1, east of Franklin School (in Valley Ford itself). 
Stony Point Road and Bodega Avenue were also investigated, but with 
less confidence in the input data. 


The assumptions were as follows: 


e Total visitor "demand" on the peak day (second Sunday) is 
10,000 vehicles (the 30 percent probability figure) 


e While the normal weekend/weekday ratio of daily traffic 
throughout the road network is about two to one, the ratio 
of the peak-visitor-day (second-Sunday) Fence visitor 
traffic to the Fence visitor traffic on the first day 
(weekday) of display is about four to one. That is, 
interest will develop as the display goes on. 


*This examination was performed by ESA staff, after the receipt, 
on October 17, 1975, of the traffic count data presented in Appendix K. 
The results confirmed the main conclusions of Donald K. Goodrich, Con- 63 
sultant to ESA, which had been based on the limited data available 
im Juby, 1975. 


64 


Visitor-traffic splits throughout the road network are as 
estimated earlier in this Section. 


Visitor-traffic in the peak visitor hour is 15 percent 
of daily visitor traffic. For "normal" traffic, the 
figure is 10 percent. 


In the absence of data on existing weekend traffic on 
Highway 101, weekday maximum traffic levels can be 
assumed to apply (as the setting) on weekends. Thissts 
not unreasonable for a freeway segment that combines 
business, commute, and recreational tratere. 


Highway 101 peak hour capacity in the vicinity on a viewing 
day is, as noted above, 3,000 vehicles (one-way), or 6,000 
vehicles (two-way). 


Capacity of the two-lane local roads during the viewing 
period is, as noted above, one-half of the normal capacity, 
because visitors will slow down and/or park to view the 
Fence. 


The approach used in estimating traffic levels of service 
resulting from the addition of Fence visitor traffic to "normal" traf- 
fic was as follows: 


The calculation was for the peak (PM) hour on the second 
Sunday. 


The resulting peak hour total flow was compared to the above 
criteria for capacity. For the two-lane rural roads, the 
first comparison was against the flow criteria for Level of 
Service C, as reduced by 50 percent to account for conditions 
during viewing. 


Once the situation for the peak day (second Sunday) had 
been established, the situation on the average weekday 
could be assessed. This would be needed for the develop- 
ment of a contingency plan, to be based on traffic levels 
experienced (after the fact) during the first weekdays of 
viewing. 


The initial assumption was that the visitor demand on the 
second Sunday would be 10,000 vehicles (the 30 percent 
probability figure). 


The results of the evaluation were as follows (the calculated 
flows represent normal traffic plus visitor traffic): 


a) 


Highway 101--The peak-hour second-Sunday one-way flow in 


the segment of the freeway between Denman Flat and Gravenstein High- 
way would be about 3,100 vehicles. This is greater than the capacity 
of 3,000 stated above. That is, if the visitor demand reached 10,000 


cars per day, Highway 101 would reach Level of Service F. On 

Highway 101 south of Denman Flat, the flow would be slightly lower, 
but still above the stated capacity. Since Highway 101 is the 
principal access route to the Fence area, its northbound approach 
carrying 55 percent of the total visitors and its southbound approach 
carrying 15 percent of the total visitors, it appears to be the 
controlling element in capacity analysis and in California Highway 
Patrol decisions about requesting removal of the Fence. On weekdays, 
the freeway capacity would not be reached, whether the assumption 
used is a weekend/weekday visitor flow ratio of four to one or of 
two to one. On the other hand, if the 30 percent probability assump- 
tion of 10,000 visitor vehicles on the second Sunday is conservative, 
weekday flows could be high enough to indicate this possibility, 
while still remaining below capacity. 


b) Walker Road--This segment of the (viewing) road network 
experiences very little traffic normally; however, the road is 
twisting and narrow (Type 4). The peak-hour second-Sunday two-way 
flow is about 320 vehicles. This is well below the modified (50% 
reduction) capacity of 700 (for Level of Service C). Therefore, 
congestion should not be a problem, unless large numbers of visitors 
try to stop along the shoulders for views (or photos) of the Fence, 
Since the flows on the weekdays will be further below capacity, 
visitor behavior on those days can foreshadow the potential problems 
on the weekends, while not causing serious problems itself. 


c) Petaluma/Valley Ford Road, east of Gericke (Jones) Road-- 
This segment of the (viewing) road network consists of both Type 2 
and Type 3 road, but experiences much more traffic normally than does 
Walker Road. The peak-hour second-Sunday two-way flow is about 660 
vehicles. This is still below the capacity of 700 (for Level of 
Service C), but close enough so that congestion from parkers or even 
those who merely slow down to view the Fence may be a problem. Again, 
experience on the first weekdays of the viewing period should provide 
clues to the levels and the behavior of the expected weekend traffic, 
and of their consequences. 


d) ey 1, east of Franklin School Road (within the Town 
of Valley Ford--This segment normally experiences higher traffic flows 
than does the Petaluma/Valley Ford Road segment above. The peak-hour 
second-Sunday two-way flow is about 680 vehicles. The same considera- 
tion as those for Petaluma/Valley Ford Road to the east apply. 
Further complications may result from the presence of the commercial 
buildings along the road, coupled with the fact that the Running Fence 
route crosses this road within the town, providing a further attraction 
that may lead visitors to pull over. 


e) Stony Point Road, north of Railroad Avenue--The only 
available count for this road is a weekday figure, for the whole day, 


of 1500 vehicles. If the normal Sunday traffic is assumed to be 65 


66 


the same, with 10 percent in the peak hour, then the peak-hour 
second-Sunday two-way flow (normal traffic plus Fence visitors) 
would be about 675 vehicles, still below the Level C capacity of 
700 vehicles. However, if the normal Sunday flow is assumed to be 
3,000 vehicles, the total peak-hour flow would then be about 825 
vehicles, close to the Level of Service D capacity of 850. This 
situation could create problems, particularly since perhaps one- 
half of the visitors northbound on Stony Point might attempt to 
turn left onto Meacham Road. Experience on the first weekdays 
would again provide guidance as to what could be expected later, 
while unacceptable congestion would probably not exist at the time. 


f) Bodega Avenue, west of Pepper Road--This road segment is 
not part of the viewing-road network. However, it may be attractive 
as an access or departure road. Its existing Sunday peak-hour flow 
is about 750 (two-way), which would be above (worse than) Level of 
Service C, if the road were on the view network. Since it is not, 
the capacities of Table 1 apply directly, so that existing Sunday 
peak-hour flow is between Levels of Service A and B. Even if as much 
as 35 percent of the total visitor flow were to use this approach 
(an extremely unlikely prospect), the peak-hour second-Sunday flow 
would still be below (better than) Level of Service C. 


The main conclusion above is that 10,000 visitor vehicles are 
the maximum that can be reasonably accommodated on the road network, 
and that the controlling feature is that this level of demand would 
cause Highway 101 to go to Level of Service F. Thus, a decision by 
the California Highway Patrol to request. removal of the Running 
Fence could be made on the expectation that such levels would be 
reached on the first or second weekends, even if congestion had not 
built up to unacceptable levels during the first weekdays. The 
dominance of the potential Highway 101 buildup in the analysis and 
decision is confirmed by the earlier conclusions of Mr.Goodrich 
that a demand of 30,000 visitors (10,000 visitor vehicles) "produces 
Service Level ''F"' on 101 (Remove Fence if over 30,000 anticipated.)" 


Mr. Goodrich had concluded also that if as many as 35-40% of 
the visitor vehicles attempted to use the principal viewing 
trafficway between Highways 101 and 1, the controlling road network 
would shift away from the freeway, even at somewhat lower total 
flows. This is a more conservative judgment than the above analysis 
of individual segments would indicate. However, it takes into account 
the interior road network as a whole; of particular importance is 
the effect of left turns at different intersections, depending on 
whether the visitor vehicle is going from west to east or from 
east to west. 


Both analyses indicate, however, that with the expected 


gradual buildup of visitor interest there would be time to implement 
a series of contingency plans, including the ultimate mitigation of 
requiring removal of the Fence. 


Mitigation 


Mitigation measures will be presented first in terms of a 
composite of seneral suggestions by the preparers of this FIR and 
measures already planned by the applicant. Then the rationale for 
a traffic management plan, suggested by Mr. Goodrich, will be 
presented in some detail. 


Viewers should be kept off private property and discouraged 
from public roads that present hazards: (1) roads that are not 
through-roads; (2) too-narrow roads; (3) roads without turn or 
easy connection to other roads. Monitors and off-duty Sheriff's 
deputies will be hired by the applicant to protect private property 
and to guide traftic flow.* The applicant does not propose to 
provide parking areas. Therefore, in general, traffic should be 
kept moving smoothly. For those points where views of the Rumning Fence 
are especially clear or panoramic, the tendency of the curious 
(especially photographers) would be to stop. If there is no safe 
place to stop, a potential hazard exists and traffic should be 
kept moving. Sheriff's deputies will guide traffic while monitors 
(college students and others) will guard private property using 
two-way communication for assistance. The number of persons con- 
trolling traffic and protecting private property will be determined 
on the basis of need (100 anticipated on 8-hour shifts). Need will 
vary with time: (1) weekday vs. weekend day; (2) day vs. night. 


Road construction and maintenance activities should not be 
scheduled during the viewing period. All planned Sonoma County 
roadwork in the Fence route area will be completed by September 
1976 (Sonoma County Public Works Department, letter of August 26, 1975 
to ESA), most of it in calendar 1975. 


If private parking is provided by private landowners** 
(separate from any part of the applicant's proposal or plan), 
guidance should be received in advance by the landowner from public 
authorities * in order not to create more traffic problems because 
of egress and ingress conflict on roads. 


*Only uniformed police officers can control traffic on public 
roads per se. 

**Some landowners have stated interest in providing parking on 
their land. 

*Captain Eric Denton, Commander, California State Highway Patrol, 
Santa Rosa Area; Sonoma County Traffic Engineer; Sonoma County 


Sheriff's Office. 
67 


68 


If traffic becomes too congested for stopping for viewing and 
photographing, it could be prohibited, except for emergencies; 
even whole roads could be closed to visitors.* It the viewing/ 
stopping hazard becomes dangerous to public safety, even after 
employment of the suggested mitigation measures, the ultimate 
mitigation measure can be employed: remove the Fence panels 
(especially prior to the first weekend) before the end of the 
viewing period. The applicant has agreed to this condition in 
advance; the decision will be made by Captain Denton. 


A Traffic Management Plan for the Running Fence should be 
prepared by a (consultant) traffic engineer for the following 
roadways: 


@ Route 101 between Petaluma Boulevard South and the Rohnert 
Park Expressway. Consideration should be given also to the 
Section of Route 101 south of Highway 37, because of the 
possible traffic conflicts with the Renaissance Pleasure 
Faire 


@ Route 1 from Valley Ford to Tomales Road 


e Principal viewing trafficway: Railroad Avenue--Stony Point 
Road--Meacham Road--Pepper Road--Walker Road--Petaluma/ 
Valley Ford Road--Franklin School Road 


@ Whitacker Bluff and Fallon/Two Rock Roads 


@ Bodega Avenue (From Petaluma/Valley Ford Road to Pepper 
Road, and perhaps points east) 


@ Pepper Road 


@ Stony Point Road from Gravenstein Highway to Petaluma Boulevard 
North 


@ Old Redwood Highway from Gravenstein Highway to Petaluma 
Boulevard North 


e West Sierra Avenue 


@ Roblar Road 


*Road closing, with the exception of the Estero Road situation, 
may be unworkable. Estero Road is a county-maintained, one-way 
road off Franklin School Road. It leads to a few parcels (Pozzi, 
Gaver, Pellascio, and de San Antonio Compadres) at the coastal end 
of the Fence route. The applicant has stated that he will not 
accept road closures (exception of Estero Road) as part of the 
project, because of their additional impacts. Instead, he accepts 
removal of the panels as the ultimate mitigation measure. 


The Traffic Management Plan will be able to use the available 

count data in a more detailed way to analyze the principal viewing 
trafficway for sensitive capacity areas. This knowledge, in turn, 
should allow a further refinement of the maximum traffic volume 
that can be absorbed (currently estimated at about 30,000 visitors/ 
10,000 cars per day) before the Fence is ordered to be removed. It 
is also suggested that the plan address the use of publicity as a 
traffic-control factor. For example, minimal publicity will 
attract few visitors,while a publicity program will attract a great 
many more. A carefully planned public information program could 
give potential viewers driving directions that could assist them 

in avoiding the mosttraffic-sensitive areas.* Other elements that 
should be addressed by the Traffic Management Plan include road 
closures**, one-way viewing routes, use of uniformed police 
officers to guide traffic flow, temporary road signs’, flagmen, 

and mass-transit utilization. The implementation of the plan would 
depend on accurate traffic measurements starting on the first day 
of viewing. 


A Traffic Management Plan, whose framework is outlined below, 
will prepare public authorities for any level of visitation that 
is likely to occur. Contingency plans for three visitation levels 
are suggested: 


Level Number of Visitors 
A Fewer than 4,500 visitors (1,500 cars) 
per day 
B 4,500 to 10,000 visitors (1,500 to 3,300 
cars) per day 
G more than 10,000 visitors (3,300 cars) 
per day 


The contingency plan for Level A should be implemented before 
the first day of viewing. To prepare for Level B, elements such as 
Signs should be prepared and their installation locations selected 


*See Golden Gate Recreational Travel Study Area 3 report. 
**As noted above, the applicant prefers removal of the Fence to 
road closures (exception Estero Road). 
*Approval for the road signing would have to be obtained from the 
County Public Works Department. 


69 


70 


before the first day of viewing. If the first few weekdays indicate 
subsequent weekday or weekend visitation will exceed 1,500 visitor 
vehicles per day, the signs should be installed immediately. The ~ 
plan for Level C has four alternatives. One of the four alternatives 
should be selected and expanded after all the traffic count hourly data 
are available and prior to any viewing. 


The following is an explanation of the various contingency 
levels and the appropriate actions to be taken. 


Contingency Level A 


For Contingency Level A, fewer than 4,500 visitors (1,500 
cars) per day, regulatory signs for parking and access control 
should be installed. These could be portable signs or temporary 
signs made of low-cost material. The signs and their location 
should be approved by the responsible jurisdiction. The parking- 
control signs would contain the message "'No Parking" and should 
be posted along all road Types 1, 3, and 4 (see Figure J-2, 
Appendix J). Parking can be allowed along road Type 2, which has 
adequate shoulder area. Other parking may be available at private, 
off-road lots, at which some entrepreneurs may charge for parking. 
A planned off-road parking program does not seem warranted, considering 
the few spaces it could develop compared to those available along 
road Type 2. A "Do Not Enter" sign should be posted at the entry to 
road Type 5, Estero Road, because the single lane of this dead-end 
road cannot accommodate two-way traffic. 


Contingency Level B 


At Contingency Level B, 4,500 to 10,000 visitors (1,500 to 
3,300 cars per day), temporary guidance signs should be installed. 
These signs should be placed at, and in advance of, intersections 
along project-area trafficways. The signs should indicate turn 
directions for those who wish to view more of the Fence or who wish 
to return to major roads such as Routes 1 and 101. 


For those motorists who travel most of the length of the Fence, 
starting from Route 101, return is provided by use of Franklin 
Scnool Road to Marsh Road to Middle Road to Petaluma/Valley Ford 
Road. Another possible return is via Franklin School Road/Whitacker 
Bluff Road. 


Contingency Level C 


For Contingency Level C, over 10,000 visitors (3,300 cars) per 
day, four alternative mitigation measures are suggested. With 
Alternative 1, uniformed personnel and flagmen would have specific 
instructions for assigning rights of way to traffic to expedite 
flow and for turning excess traffic away from congested areas. 


For example, there is an existing truck pull-out where southbound 
trucks can stop on Route 101 at the top of the hill north of 

Railroad Avenue. From this stop, the Fence will be visible. The 
stop should be closed by barrier or monitored by State Highway Patrol- 
men on-site to avoid back-ups onto the freeway. 


Alternatives 2 and 3 would allow more visitors to see the Running 
Fence than would Alternative 1. However, these measures would 
involve considerable advance planning that may not be warranted, 
considering the fact that maximizing public viewing is not a major 
goal of the project. Alternative 2 would implement a one-way flow 
pattern along the principal trafficway.* With one-way flow, return 
routes via other roads would be needed. To satisfy art objectives, 
the flow should be reversible on different days, so that the Fence 
could be viewed from both directions. This alternative would 
require careful study to prepare a signing and policing plan to 
deal with the complex changes in traffic movements. 


Alternative 3 would institute bus tours for viewing.* Shuttle 
lot parking areas would be required. To induce people to use the 
buses, the main view route would have to be closed to general 
traffic.* As the C level of visitation would probably occur only 
on weekends, parking lots, such as at the Marin County Civic Center, 
and buses, such as from Golden Gate Transit, may be available. 
Alternative 3 would require extensive advance arrangements for 
buses, drivers, parking areas and road controls, routing, signing 
and publicity. The plan would also have to be capable of implementa- 
tion with only about two days advance notice. For example, if 
visitation is high during the first few weekdays, a decision to 
activate the plan for the weekend would have to be made quickly. 


Alternative 4 would take down the Fence in order to remove it 
as an attraction. Someone should be authorized to order the Fence 
removal** and should have at his or her disposal a pre-planned 
-publicity program that will announce the Fence has been removed. 
The decision could be made prior to a weekend based on weekday 
observations of crowd size. 


*The applicant has indicated that he would not accept these 
measures as part of the project, preferring the ultimate measure, 
removal of the Fence (Alternative 4). 

**See letter from Captain Eric Denton, attached to this section. 7] 
The applicant has agreed to this condition. 


SDMTIND aS au Bea ay 


STATE OF CALIFORNIA—BUSINESS AND TRANSPORTATION AGENCY 
DEPARTMENT OF CALIFORNIA HIGHWAY PATROL 


3854 Santa Rosa Avenue 
Santa Rosa, CA 9501 


2 


Tig 
August 27, 1975 Ee Vial eit 
oS 


ENVIRONMENTAL SCIENCE ASSOCIATES 
FOSTER CITY, CALIFORMIA 94404 


Ms. Gerry Wolff 

Environmental Science Associates 
1291 East Hillsdale Boulevard 
Foster City, CA 94404 


Dear Ms. Wolff: 


Regarding the "Christo" running fence proposal, I wish to 
clarify my current position and advise you of agreements 
reached with the Christo staff since my letter of February 
10, to the Sonoma County Planning Board. 


Current agreements provide that I may order any portion of 
the fence, which I deem is creating a traffic hazard, re- 
moved. My particular concern is that portion in sight of 
Highway 101 but the staff has agreed that this authority is 
extended to any portion or all of the project. With this 
proviso I have no objection to the fence being constructed 
as originally planned. 


My criteria would be delays and/or accidents caused by 
people slowing on the freeway to observe the display or con- 
gestion on the secondary road net to the point of creating 

a serious threat to local residents by denying the roads to 


emergency services or delays of through traffic for unreason- 
able times. 


In addition, the Christo group has agreed to reimburse the 
State for the cost of our additional traffic control per- 
sonnel which may be necessary because of the display. 





Commander 
Santa Rosa Area 


9. ENERGY 
Setting 


CEQA* was amended, effective January 7, 1975, to require that 
the discussion of mitigation measures in an EIR include a discussion 
of measures to reduce the inefficient and unnecessary consumption 
of energy. There is no need to describe the existing setting, since 
no current uses of energy on-site will change with the project. 


Impacts 


Planning, engineering, and construction of the Running Fence 
will result in the consumption of energy and material resources. 
The impact of the latter is relatively small since most of the 
structural elements of the Fence, including the fabric, poles and some 
cables, are existing materials which are surplus to, or deemed 
unsuited for, their originally intended use. 


Energy is the major resource that will be consumed by the project. 
The energy budget for construction and removal of the project is 
dominated by the fuel consumption of the vehicles and auxiliary 
machinery used. A rough estimate of the motor fuel needs during 
construction and removal of the Fence is as follows: 


construction - 3,800 gallons 
removal - 800 gallons 


For comparison purposes, 800 to 900 gallons of gasoline is an approxi- 
mate average consumption for one year of family driving of a standard 
size automobile. 


The principal consumption of energy, however, will result from 
the visitors to the Fence. Estimates of visitor origin distributions, 
travel distances, and the resulting total access mileage (on a per- 
thousand-visitor basis) are contained in Table K-2 (Appendix K). 
These data were used to estimate fuel consumption, under two 
travel-mode alternatives, by visitors in traveling to and from the 
Fence and in viewing the Fence.+*It was assumed that twice the length 


*California Environmental Quality Act of 1970, which deals with 

environmental quality, the environmental evaluation of public and 
private projects, and the preparation and evaluation of environmental 
impact reports. 

**This is in every way a worst‘case analysis. It assumes that 
all visitor vehicles will travel the full length of the Fence route, 
and that all visitors would not have been consuming fuel in other ways 73 
on the day(s) they visited the Fence. 


74 


of the road system along the Fence route, or about 45 miles, would 
be traveled by each visiting vehicle during viewing of the Fence. 
The estimated fuel consumption per thousand visitors is presented 
in Table 2. 





TABLE 2 


FUEL CONSUMPTION IN ACCESSt AND VIEWING. 
GALLONS OF BUS/AUTO/AIRCRAFT FUEL CONSUMED PER 1000 VISITORS 


VISITOR ORIGIN Access Alternative Viewing Alternative 
A* B* A B C** 

(auto/air) (bus/auto/air) (auto) (bus/auto) (bus) 

Sonoma and Marin Counties 260/0 13.7/208/0 

Other Bay Area Counties 1149/0 38.7/1002/0 

Other, California 2541/760 9.5/2505/760 

Other, Out of State 261/500 0/261/500 

Total Fuel Consumed 4211/1260 61.9/3976/1260 1071 23.3/983 281 


F"Worst-case" analyses, (based on assumption of Table K-2), which 
assign the full fuel consumption of the trip to Fenee-viewing, regardless 
of possible other reasons for the trip, yield upper-limit estimates. If 
each trip (except an access trip by bus) is assumed to be dual-purpose 
(i.e., to visit Point Reyes and the Fence) fuel consumption assignable 
to access to the Fence would be halved. The halved values would represent 
reasonable lower-limit estimates for fuel consumption for access; fuel 
consumption for viewing would not be altered. Similarly, jet fuel con- 
sumption for visitor access by commercial aircraft is not generally 
attributable to the Fence, since most flights have empty seats (i.e., 
the aircraft would be flying in any event). 

*See Table K-2 for fractional splits for Alternatives A and B. 

**Alternative C is viewing restricted to bus riders only. 





For a '"'worst-case'' weekday, with a maximum of 25,000 visitors, 
the estimated total day's fuel consumption would be: 


Access and viewing Alternative A--gasoline 132,000 gallons 
jet fuel 31,500 gallons 
Access and viewing Alternative B--diesel fuel 


(bus ) 2,130 gallons 
gasoline 124,000 gallons 
jet fuel 


(aircraft) 31,500 gallons 


For a weekday rate of about 15,000 visitors and a weekend daily 
rate of about 30,000 visitors, a total of about 270,000 visitors would 
view the Fence during the full two week period. The total fuel 
consumption would be: 


Access and viewing Alternative A--gasoline 1.43 million gallons 
jet fuel 0.34 million gallons 
Access -and viewing Alternative B--diesel fuel .02 million gallons 
gasoline 1.34 million gallons 
jet fuel 0.34 million gallons 


More modest visitor daily attendance rates or a shorter attendance 
period, either of which would reduce total attendance, would result in 
decreased energy use. 


Mitigation 


Resource use by the Fence will, with the major exception of fuel 
consumption, be temporary. Materials from the Fence will.be given 
to the landowners for their own use on-site or for sale as surplus. 


Consumption of fuel in the construction and removal of the Fence, 
although not inconsequential, is small when compared to quantities of 
fuel estimated for visitor use. No measures are proposed to mitigate 
this small consumption. 


The total consumption of fuel by the public during the viewing 
period can be reduced by: maintaining traffic flows to eliminate fuel 
waste in traffic jams; encouraging visitors to ride 4 or more in each 
car; and, most effective of all, encouraging visitors to ride in buses 
(and/or limiting auto use on area roads). Measures taken to improve 
the transportation energy-efficiency of the visitors will be the most 
effective in reducing the total energy consumption related to the 
Fence. The potential fuel saving (Table 2 ) from just using buses 
for viewing is about 790 gallons of fuel [281 gallons diesel (C) vs. 75 
1,071 gallons gasoline (A)] per thousand visitors. This represents 
about a 74% saving in fuel use for viewing, in addition to the 
resource-utilization advantage of using diesel vs. gasoline as motor 
fuel. 


76 


BIOLOGICAL/PHYSICAL 
1. | ECOLOGY 


a. Marine Biology* 


1) Setting--Physical Description of the Area 


The termination point of the Running Fence is a moderately 
exposed intertidal area of the Sonoma County coastline at about 
Soon lotee ons Nel 22-eooN. 29.4" W. This. portion of the coastiume 
is a rocky intertidal region almost midway between Estero Americano 


to the north and Estero de San Antonio to the south and lies within the) 


semi-embayment produced between Tomales Point to the south and 
Bodega Head to the north. The region of immediate concern is a 
strip of very steep rocky coastline of approximately 1500 feet in 
length delimited on either side by very steep slopes. Access can 

be gained to the cliffs above the designated area only by crossing 
private land, and necessitates walking several miles or the use of 

a four-wheel drive vehicle over open country. Final access must be 
made by foot down a very steep cliff to the center of the study area. 


The slope immediately above the intertidal area shows signs 
of considerable erosion with both rock and dirt from slide activity 
accumulating along the bottom of the slope and there are signs of 
severe erosion on the two cliffs limiting the study area to the 
north and south. 


To facilitate a discussion of this intertidal region, it has 
been arbitrarily subdivided into four areas (Area 1, 2, 3, and 4) 
as illustrated in Figure 7. These areas are based predominantly 
on topographical features. For reference purposes, the figure also 
includes the ranges of the various intertidal biotic zones according 
to tidal datum (=mean lower low water, 0.0 feet). 


*This subsection was prepared by Dr. Welton L. Lee, California Academy 
of Sciences, under direct contract with the Sonoma County Planning 
Department. It covers the environmental impact of the Running 
Fence on intertidal and subtidal communities. The study area was 
visited on September 5, and September 8, 1975. The first visit 
allowed for preliminary observations to be made during a high tide 
(+5.0 ft.) (tidal datum is taken as mean lower low water); detailed 
observations of the biological communities were made during the low 
tide period (0.0 ft.) on September 8. Observations by other 
investigators are cited specifically in the text. 


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78 


Area 1: Area 1 is composed chiefly of rock rubble and very 
large boulders. The area encompasses a tidal range from about +4.0 
feet to +10.0 feet. This area, closest to shore, encompasses the 
supralittoral or splash zone, the upper intertidal (+5.0 feet to 
+7.0 feet) and part of the high intertidal (+2.6 feet to +5.0 feet). 
The rock and ,yboulders here have apparently accumulated both from 
slide activity and from rock movement due to very severe wave 
action. Coarse gravel, cobble, and small rocks are interspersed 
in between the boulders and rock rubble. 


Area 2: Area 2 includes the high intertidal (+2.6 feet to 
+5.0 feet and a portion of the mid-intertidal (0.0 feet to +2.6 
feet) and is similar in nature with fairly large boulders sitting 
on a rock and gravel substrate. The northern and southern thirds 
of the study area are rocky with the central portion consisting of 
a gravel to cobble beach interspersed with a few large boulders. 


Area 3: The mid-intertidal (0.0 feet to +2.6 feet) and low 
intertidal (-2.0 feet to 0.0 feet) are included in Area 3. This 
area consists of large boulders set on a gravel and cobble sub- 
strate extending seaward from about 25 to 100 yeards. The tops of 
the rocks closest to shore reach to about the +3.5 foot level. 
Offshore, the rocks are barely submerged at about a 0.0 foot tidal 
level. The slope here is moderately steep with an even steeper 
drop at the outer edge. 


Area 4: The steep drop at the outer edge of Area 3 drops to 
a subtidal (-20 feet to -40 feet) sand substrate, Area 4. 


The entire intertidal is semi-protected by a series of offshore 
rocks and/or reefs which are more extensive to thenorth. These 
occur out to a distance of approximately 1000 feet or more from 
shore. 


There is much evidence of extreme scouring and heavy wave 
action. Virtually all of the rocks in the intertidal and splash 
zones are highly polished as a result of this scouring. The gravel 
beach area has a berm of cobble several feet high and the entire 
intertidal and supralittoral area is strewn with debris including 
much algal and benthic invertebrate material torn loose from lower 
intertidal zones offshore, as well as several logs of considerable 
size. 


The area can be generally designated as a moderately steep 
rocky intertidal, often swept by heavy seas, and showing evidence 
of considerable scouring by rocks and/or sand. 


Off the Central California Coast, we find that wave action, 
current, and temperature are largely influenced by a series of 





marine seasons. Three distinct hydrographic periods have been 
elucidated by Solin and Abbott, 1963. These are: 


1. The Upwelling Period: This occurs from March to July 
or August and is the longest of the three periods. It is dominated 
by winds from the north or northwest and by considerable upwelling 
of deeper, colder water. Coastal conditions are usually moderately 
calm and strongly influenced by heavy fog which is a result of the 
interaction of the cold upwelled water on warmer, moist air above. 


2. The Oceanic Period: This occurs in September and October 
when the winds from the northwest are reduced, when upwelling 
essentially ceases and when, as a result, temperatures are highest 
along the coast. This season is characterized by generally very 
warm and calm sea conditions. 


3. The Davidson Current Period: This lasts roughly from 
November to sometime in February and is characterized by winds from 
the south, declining sea temperature and domination by a northerly 
flowing current, the Davidson Current, which because of the Coriolis 
effect banks up against shore. This is the period of our winter 
storms and the roughest seas. 


Knowledge of the effects of these hydrographic "seasons" 
suggests that the greatest scouring in the area would occur during 
the Davidson Current Period when winter storms would cause heavy 
wave action to penetrate the protection afforded by the offshore 
rocks and reefs. The period with least wave action and scouring 
would be the Oceanic Period when seas are calmest and the weather 
most often clear and warm. It is this latter period which has been 
selected for the construction and viewing of the Running FEnce. 


2)  Setting--Biological Description of the Area 


Comparison of the study area to other Central California inter- 


tidal regions. 


At all tidal levels, the populations observed were typical for 
the kind of habitat in which they were found. There was no evidence 
of endangered species or unusual or peculiar organisms that might 
be considered as being of special biological significance.* The 
area is typical for exposed intertidal regions subject to severe 


*Local biologists, familiar with the area, were consulted and concurred 
that the area was not biologically unique (see Appendix B, Supplementary 
Contact List , prepared by Dr. Lee). 

79 


80 


scouring. For this reason, the communities represented are more 
impoverishedthan the usual, moderately protected, intertidal areas 
along the California Coastline. 


The assemblages seen at the study area are common to multitudes 
of intertidal sites along the Central California Coast and do not 
represent unusual or unique biological systems. Detailed biological 
description follows. 


a) Area 1: Although it was easy to see that wave splash 
reached the higher rocks in this area, as evidenced both by direct 
observation during high tide and by the occurrence of a fine growth 
of a bacterial and diatom scum over the seaward surface of these 
rocks, there was little evidence of any other organisms. The sole 
resident was the maritime isopod Ligia (Megaligia) occidentalis 
Dana, 1853. Large populations of this isopod resided in the cracks 
and crevices of these rocks but the barnacles and limpets often 
expected in such a location were not to be found. These upper 
rocks showed signs of severe scouring and weathering and this one 
factor probably excluded the permanent appearance of any other 
organisms. In short, this zone was dominated by a single isopod 
species and little else but a very sparse bacterial-diatom film. 
Below the splash zone, the rocks were severely scoured and no organisms 
were evident even under the rock and cobble substrate. 


b) Area 2: From about the +5.0 foot level to about +2.5 feet, 
the biological community consisted chiefly of littorines, limpets 
and barnacles. The highest areas of this zone had very extensive 
populations of the two common intertidal littorine molluscs, Littorina 
Planaxis Philippi, 1847 apd Littorina scutulata Gould, 1849. L. planaxis 
was relatively sparse but the populations of L. scutulata were very 
large. L. planaxis usually occurs at a slightly higher tidal height 
than L. scutulata and in this region, this relegated these molluscs 
to the very tops of the larger boulders. It is probable that inade- 
quate space was available for L. planaxis to become as abundant as 
the other species. Throughout this zone were to be found very large 
populations of limpets. Chief among those found in the area were 
Collisella digitalis (Rathke, 1833) and Collisella scabra (Gould, 1846) 
with some Notacmea persona (Rathke, 1833) occurring in cracks and 
crevices. These populations were sparse on the seaward faces of 
the boulders except in cracks and fissures in the rock, but much more 
extensive on the sides and backs of these same rocks. Immediately 
below were extensive populations of two barnacles, Balanus glandula 
Darwin, 1854 and Chthamulus dalli Pilsbry, 1916. An occasional specimen 
of Chthamulus fissus Darwin, 1854 was to be found at the higher inter- 
tidal areas. These populations were extensive in more protected 
places such as rock surfaces protected by other surrounding rocks, 
or the sides of rocks most protected from the prevailing wave action. 


At the lower portion of their range, they formed extensive mats over 
many of the boulders. 


The last species in this zone of any note were two gastropod 
molluscs. One, Tegula funebralis (A.Adams, 1855) was only found 
occasionally in dense clusters at the bases of the rocks in Zone 1, 
and always in the most protected areas. The second mollusc, 
Nucella emarginata (Deshayes, 1839) was scattered throughout the 
barnacle covered rocks. 


DISCUSSION (Area 2) 


Several interesting points were noted regarding the occurrence 
of organisms in this portion of the intertidal. First, it was 
obvious that while all of the species noted were to be expected at 
this tidal level in such a habitat, their distribution was strongly 
influenced by one factor, exposure to wave action. Much of the rock 
surface on which these organisms could reside was highly polished 
due to abrasion by both rock and sand. In these areas, no organisms 
could be found. This principally occurred on the seaward face of 
rocks and at their bases where they were scoured by the gravel and 
cobble substrate. Distribution of almost all of those species 
noted was highly irregular and a perusal of this distribution pattern 
could be utilized to elucidate small scale current patterns and 
local wave exposure. Perhaps most interesting was the size-class 
distribution evident in most of these populations. In the center of 
the intertidal study area where wave action and scour was greatest, 
the populations showed the domination of one size class, usually 
smaller, younger animals. For example, populations of Littorina 
scutulata Gould, 1849 showed a single size class (about 2 mm) in the 
central, more exposed region. To the north and south where offshore 
rocks afforded substantial protection from wave action, the popula- 
tions were represented by specimens of all size classes with no single 
size Class predominating. The same phenomenon was most notable also 
in populations of barnacles. Presumably, the one size class seen 
in the more exposed areas represents a single settlement which probably 
is substantially destroyed at the outset of the winter storms. It 
should also be noted that, for many of these organisms, larval 
settlement itself could well be prevented as a result of wave shock 
and scour. To the north and south in more protected areas, mortality 
is probably due to a variety of causes, none quite so severe as the 
scouring noted above, and the organisms can survive over a considerably 
longer time allowing for a more mixed population structure. 


The littorines and limpets, representing the vast majority of 
organisms in this area, are already adapted to heavy wave action by 
their morphology and/or through behavioral means. They feed 
predominately upon the abundant bacterial and diatom scum covering 
the rocks. This source of food also is virtually unaffected by 
wave action. Barnacles, on the other hand, are particulate feeders 
dependent upon suspended material brought to them by currents and 
waves. Barnacles, however, are highly susceptible to scouring and 


while food is certainly not a critical factor in this location, 8] 


82 


their distribution is severely limited as a result of scouring activity. 
This is true also for Tegula funebralis (A. Adams, 1855) which, in 

this area, feeds predominantly on algal debris thrown up by the wave 
action. Its distribution is largely influenced by the combination of 
availability of food and protection from heavy wave action. 


The chief predator, principally on the barnacle Balanus, is the 
Gastropod Mollusc Nucella emarginata (Deshayes, 1839) which is even 
more restricted in its distribution for the same reasons. One species, 
Tegula funebralis (A.Adams 1855) has a very limited distribution but 
is present here as a direct result of heavy wave action, which 
distributes algal wrack up into the intertidal, where it serves as a 
rich source of food. It is to be noted that this animal likewise can 
utilize attached algae and diatom scum for food but prefers wrack, 
especially brown algae. wNucella were seen only in areas where there 
was sufficient relief on the rocks to allow them to retreat from the 
more exposed areas. 


c) Area 3: The most apparent feature of this area is the 
presence Of sparse aggregations of the red alga Endocladia muricata 
(Postels and Ruprecht) J.G. Agardh, on the tops of the rocks closest 
to shore. This occurs on most of the rocks whose tops do not fall 
below about the +3.0 foot level. In the central part of this portion 
of the intertidal area, the tops of the rocks may serve as a substrate 
for organisms other than the Endocladia, depending on the degree of 
protection afforded from wave action. In the mo¥e-protected areas, 
one finds either large masses of the barnacle Balanus glandula 
Darwin, 1854 (with Chthamalus dalli Pilsbry, 1916 and Chthamalus fissus 
Darwin, 1854) or sparse mats of the alga Pelvetiopsis limitata 
(Setchell) Gardner with some Fucus distichus Linnaeus, below. On 
rocks with a more-flattened surface, some Mytilus californianus 
Conrad, 1837 may be found interspersed with the gooseneck barnacle 
Pollicipes polymerus Sowerby, 1833. Populations of both of these 
organisms, however, are very sparse. 


In the most protected areas, namely those to the north and 
south extremes of the study area, the rocks show a sparse cover of 
Pelvetiopsis limitata (Setchell) Gardner with massive growths of red 
alga Porphyra perforata J.G. Agardh. 


Immediately below this uppermost band of organisms, the rocks in 
Area 3 all show a more or less thick skirt of red algae. This band 
includes Gigartina papillata (C.A. Agardh) J.G. Agardh, Gigartina 
agardhi Setchell and Gardner, and other red algae typical of this zone. 
It should be noted that the tidal ranges of the bands of organisms in 
Area 3 show considerable variation depending on the degree of exposure. 
Likewise, it is important to note that the various algal bands mentioned 
all support their usual complement of microfauna. For example, the 


Endocladia supports substantial populations of gammarid amphipods 
such aS Oligochimus lighti Barnard, 1969, and the Porphyra shelters 
large populations of the gastropod mollusc Barleeia, possibly 

B. baliotiphila Carpenter, 1864. 


Below this band of red algae, the effects of scouring were most 
notable and the plants and animals normally found at this tidal level 
were not present. This area was essentially bare, at times polished, 
and supported only one macrofaunal species in any abundance at all. 
This was the starfish Pisasterochraceus (Brandt, 1835). This star- 
fish was exceedingly abundant just below the skirt of red algae and 
especially on those rocks supporting large barnacle populations. 

Other than this single species, little else was visible in the central 
portion of the study area with the exception of occasional strands of 
the brown alga Egregia menziesii (Turner) Areschoug and, at the 

very outer edge of the rock shelf, the brown alga Cystoseira osmundacea 
(Menzies) C.A. Agardh. In the more-protected areas to the north and 
south of the study area, the region below the skirt of red algae 
supported little else than encrusting and erect coralline algae with 
their associated microfauna. The only obvious macro-invertebrates 
were the.sea anemones Anthopleura elegantissima (Brandt, 1835) in the 
shallower portions and A. xanthogrammica (Brandt, 1835) in deeper 
water. Both of these anemones were almost always found in bare rock 
and cobble. The usual splendid array of tunicates, sponges, hydroids, 
etc. which characterize this lower intertidal zone were nowhere to be 
seen and once again, the apparent reason was scouring. 


DISCUSSION (Area 3) 


The rock shelf of Area 3 is not dissimilar from other central 
coastal intertidal areas of the same tidal range. The populations 
seen are all typical of their respective tidal heights and the mid- 
intertidal area in particular supports the kinds of populations 
normally expected. The major predators of these populations are 
starfish, which feed on sessile forms such as barnacles and bivalve 
molluscs, and intertidal fishes and birds, which prey upon those 
animals living on the various algae found in the area. The greatest 
number of organisms noted in this intertidal area are either filter 
feeders such as Balanus or herbivores feeding on the attached algae. 


Once again, the influnce of wave action and scouring were notable. 
The rocks in this area showed essentially a "'cap'' of growth below 
which was little more than bare rock. The usual rich and diverse 
lower intertidal zone was essentially bare and the delicate organisms 
which should be common here were nowhere to be found. 


d) Area 4: Direct observations were not made on this area. 
In a region such as this, dominated by scouring and heavy wave action, 
one would suspect considerable movement of sand which would preclude 83 


84 


any large, permanent populations of organisms. While no observations 
could be made, it is probable that the sand area in the deeper water 
would be essentially bare or would support small populations of 
organisms which would disappear at the outset of heavy seas.* 


OTHER NOTES 


Two California sea lions were observed during the study period 
(September 5 and 8) and possibly a single harbor seal near the off- 
shore islets which appeared to be rich and less subject to the scour- 
ing seen intertidally. 


Birds also are present in some numbers and diversity along the 
immediate coast area. On July 22, 1975, the black-bellied plover, 
the marsh hawk, the turkey vulture, the cormorant, the California 
brown pelican, the black oyster catcher, and various gulls were 
observed by T.H. Lindenmeyer (ESA) and B. Heneman (representing 
Running Fence Corporation) . 


3) Impact--Description of Changes within the Intertidal 
and Subtidal of the Study Area as a Result of the Project 


_ Details of the changes to be made can be obtained elsewhere. 
Suffice to say that there is no construction within the intertidal 
itself. In addition, the pole closest to the ocean will be located 
near the bottom of a grassy slope which ends at a lip approximately 
20 feet above the high tide line of the study area. That pole will 
be situated far enough on the landward side of the lip so that guy 
anchors running seaward from the pole will be set in solid ground. 
These anchors will be set back from the lip so as not to contribute 
to sloughing. The anchors will be tested to working load. No anchors 
or anchor cables will be any closer to the intertidal zone than the 
top of the lip. 


From the top of the last pole (approximately 40 feet above the 
intertidal), the top cable (7/8ths inch wire rope) will run seaward 
approximately 550 feet, where it is attached to the apex of a V-shaped 
bridle. The legs of the bridle extend seaward another 450 feet to 
anchors, the type of anchor to be determined by the type of bottom 
(Danforth 200-H, if the bottom is sand). The bridle is also of 7/8ths 
inch wire rope. A flotation buoy at the junction of the top cable 
and bridle will be used to give the top cable the propse sag for 
display of the fabric panel. The top cable and bridle will be marked 
with any buoys required by the Corps of Engineers or the Coast Guard. 


*These judgments were confirmed by subsequent observations by 
Environmental Research Consultants, Inc. See Appendix M. 


During the maximum two-week display period in September, a 300 
foot long nylon panel, tapered from a width of 18 feet where it is 
attached to the first pole at the top of the cliff to a width of 
about two feet at the seaward end, will be pulled out on the top 
cable on blocks. The bottom of this loose-footed panel will be 
weighted to keep it vertical in normal winds. The bottom of the 
fabric panel will be under water a maximum of two feet toward the 
seaward end. Crossing the intertidal zone, the bottom of the fabric 
panel will be several feet above the water at high tide. 


In short, the only changes to be made are 1) the deposition 
of two sea anchors 1000 feet offshore; 2) the presence of a wire rope 
through a small portion of the offshore water colum; 3) the suspen- 
sion of nylon panels into the surface waters of the offshore area. 
No changes are planned for the intertidal area itself. The timing 
of these changes is as follows: one month construction period in 
August, two weeks display in September and two weeks removal time. 


The two oceanographers consulted (see Appendix B, Supplementary 
Contact List) feel that if the seas are relatively calm, the combina- 
tion of 7/8ths inch wire rope and two Danforth Anchors should be 
sufficient to hold the Fence in place. Since the display of the 
seaward portion of the Fence is planned for the oceanic period, our 
calmest marine season, there is small likelihood of there being 
sufficiently violent weather to dislodge this portion of the Fence. 
However, should we experience unseasonable bad weather during the 
display period, the worst that is likely to happen is the collapse 
of the final shore poles and the disengagement of the anchors. In 
such an event, the wire rope and nylon panels would drop into the 
intertidal and swirl around. The wire rope would probably eventually 
bury itself. 


4) Impact--Discussion of Potential Impacts 


Several significant environmental values can be identified with 
the general region surrounding the study area. These are: scenic- 
aesthetic, recreational, wilderness-pristine, geological, and biologi- 
cal, including possible endangered species habitat, critical ecosystem, 
and fish spawning and nursing. 


a) Scenic-aesthetic 
The study area is unquestionably a scenic region with great 


aesthetic value. From the cliffs above the intertidal zone one 
can obtain a vista of virtually the entire area between Bodega 85 


86 


Head to the north and Tomales Point to the south. It is a region of 
sheer cliffs and rugged, rocky coastline. 


The scenic and aesthetic values of the area must be placed into 
context with present accessibility to the general public. Like 
much of the land between Estero Americano and Estero de San Antonio, 
access to the sea is through private farm land. This access can only 
be made over fenced, private land with no maintained roads. Presently, 
the only people who have the benefit of the scenic and aesthetic 
attributes of the area are those working on their farmlands. One 
possible exception is the access afforded from the sea and/or air. 
Noteworthy is the fact that normally, the region is severely restricted 
to use by a very minor portion of the general public. 


b) Recreational 


In the study area, there are no facilities other than the 
potential for fishing which lend themselves to recreational use. 
Hiking, etc. is prohibited due to the private ownership of the land 
and the difficult access. Fishing of any kind from shore is likewise 
prohibited for the same reasons. Offshore fishing is possible but 
highly improbable due to the abundance of offshore islets and submerged 
rocks, not to mention the restrictions due to potential heavy wave 
action. 


In brief, the area, because of its location and isolation, now 
has little recreational potential. The brief incurrence of the Running 
Fence should not impose even short term changes on this potential . 


c) Wilderness-pristine 


The area in question can hardly be stated as being wilderness or 
pristine. Intertidally, the area is similar to many hundreds of like 
sites located along the California coastline. The changes to take 
place are all of very short duration and should only impact the deeper 
waters where the anchors are to be set, and perhaps a small portion 
of the offshore surface waters. This impact will be minor as well as 
temporary. 


d) Geological (Biological Implications) 


Two possible surface alterations can be foreseen. First, the 
placement of the final on-shore support pole might possibly cause some 
erosion and sloughing of rock or dirt onto the upper intertidal area. 


Second , the placement of sea anchors offshore might conceivably disturb 
the bottom sediments. 


Both of these possibilities are almost meaningless in light of 
the nature of the area. First, there already is and has been consider- 
able erosion and sloughing of cliff material onto the intertidal - This 


area, biologically, is one in which the present communities have either 
adjusted to this natural phenomenon or are displaced as a result of 

it. The possible addition of a minuscule amount of additional erosion 
is considered to be irrelevant. 


Similarly, there is every evidence of considerable sand and 
rock movement offshore and intertidally. The presence of two sea 
anchors for a two week period is likely to have no biological effect. 
Any possible biological changes that might occur would be insignificant 
relative to the natural phenomena which occur all of the time. Here, 
no long term changes are anticipated and, if there are any short term 
changes, they would be of no significance whatsoever. 


e) Biological 


To begin, the area is not of unique biological significance. 
It is a habitat duplicated in hundreds of areas along the California 
coastline and does not represent some critical ecological system. 
There is no evidence or knowledge of endangered species present. 


Both commercial and recreational fishing are prohibited already 
as a result of almost impossible access both from sea or land and 
the vagaries and extremes of wave action in the area. 


In addition, staff member of the California Department of Fish 
and Game* have indicated that the region is not a significant breed 
ing or spawning area, and holds no special significance relative to 
sports or commercial fisheries. 


To assess the maximum potential impact on the biological communities 
in the area, one can assume the worst possible sequence of happenings 
likely to occur during the two to four week periad when part or all of 
the Fence will be in place. 


Two events could bring about some problems with the Fence which 
might impact on the intertidal. First, the sea anchors could give 
way during a severe storm. In this contingency, the cable could tear 
loose from the anchors and the cable with the screen would be thrown 
about the intertidal. In such an event, many organisms could possibly 
be crushed or torn loose from the rocks. In addition, such a mass of 
nylon and cable tangled on the rocks would pose a considerable clean- 
up problem. Loose nylon panel and cable might be of some danger to 
anyone in the immediate region during periods of heavy wave action. 
Simultaneously, it is possible that part of the last shore pole would 
be torn out, causing some sloughing of rock and/or dirt. 


*Appendix B, Supplementary Contact List. 87 


88 


A second possibility is that the partially submerged nylon 
panels would tend to accumulate surface debris and eventually give 
way under the pressure. Likewise any large floating object such as 
a log could conceivably break the cable or pull the anchors loose. 


In either of these events, the impact would be of little or no 
significance other than making removal more difficult. The area is 
normally strongly influenced by scouring. The amount of additional 
scouring incurred as a result of the proposed events would be far 
less than occurs naturally. Those organisms destroyed would be 
quickly replaced butsubject to the same potential destruction by 
natural scouring forces. 


Similarly, any erosion or sloughing of material resulting from 
the collapse of the terminal pole on-shore would be minuscule rela- 
tive to natural sloughing and erosion. 


It is appropriate to note again that the California brown 
pelican does utilize the shallow coastal waters where the Fence route 
enters the ocean. It is impossible to predict how individual birds 
of this species might react to the cables and fabric of the Fence. 

It does seem likely that these would be very visible, and that the 
irregular activity, as the Fence moves with wind and wave action, 
would be sufficiently alarming to cause the birds to stay away from 
the Fence. If this is the case, it is not anticipated that the Fence 
will have any adverse effect upon the pelican.* 


5) Mitigation 


The plans for constructing and displaying the RUNNING FENCE show 
considerable forethoughtrelative to the possible impact on the inter- 
tidal and subtidal regions. First, construction and display are 
programmed for the oceanic period when wind and wave action are 
normally of little significance and seas are almost always calm. 
Second, the display period is for only two weeks and the materials 
are to be fully removed within two weeks of the display period. 
Finally, the only physical disruption to the oceanic area is the 
placement of two sea anchors and a small portion of the nylon panel 
into the nearshore waters. 


*Conclusion of T.H. Lindenmeyer (ESA), based on discussion with Mr. 
Daniel W. Anderson, Federal Bureau of Sport Fisheries and Wildlife. 


6) Discussion and Recommendations 


The short period allowed for an investigation of the inter- 
tidal area obviates any in-depth analysis of the marine communities 
present. However, the area in question is so typical of other 
exposed coastal areas along this coastline that a description of the 
major faunal elements and the prevailing environmental conditions is 
sufficient to make a reasonable assessment of the impact. 


The placement of the terminal portion of the Running Fence poses 
no irreversible or long term problems to the marine communities in the 
area nor does it interfere in any way with recreational, scientific, 
or other potential uses. 


Short-term impacts are likely to occur only if the region is 
beset with unseasonable stormy weather. The likelihood that this will 
occur is minimal; even if it did occur it would bring about minimum 
alteration of the local marine communities. Such alterations would 
be almost assuredly less drastic than would occur due to natural 
causes and would hardly be noticed against the background of natural 
scouring frequenting this intertidal region. 


The only major impact likely is the effect on the scenic and 
aesthetic attributes of the region. Here, we are faced not with a 
scientific assessment but with value judgments. It is likely that 
there will be substantial numbers of people subscribing to totally 
opposite assessments of the artistic and aesthetic values of the Fence. 
Pertinent to this point is the fact that the Fence will be displayed 
only for a two week period during a period representing the mildest 
hydrographic conditions. Within two weeks of the display period, the 
entire Fence is scheduled to be removed. 


The only recommendation that can be made to reduce the possible 
impact of the Fence on the intertidal is to require that the materials 
utilized for the marine portion of the Fence meet the specifications 
needed to withstand the stresses of reasonable storm activity even 
though this is not likely to occur at this time. Consulting ocean- 
ographers and engineers should be able to supply the necessary specifi- 
cations. Assurances should also be made that the materials will indeed 
be removed two weeks after the display period. 


89 


90 


b. Terrestrial Biology* 
1) SETTING--GENERAL DESCRIPTION OF THE REGION AND THE ROUTE 


The proposed route of the Running Fence lies virtually entirely 
within a region known locally as "The Petaluma Wind Gap''. This is a 
major Climatological feature of the north bay region which has _ 
recognizable effects on the local ecology. The generally low-lying 
topography, consisting of the drainage systems of Estero Americano 
and Estero de San Antonio, allows cool moist winds to flow directly 
to the interior Petaluma Valley, a distance of approximately twenty 
miles. The biological effects of these year-round winds are many and 
obvious, both in the type of vegetation supported and in the increased 
length of the growing season. The latter frequently entends into 
early summer, in distinct contrast with immediately surrounding dry, 
brown areas. 


It is difficult to know in any detail what the original undis- 
turbed vegetation of the Gap was since there has been considerable 
disturbance for agricultural purposes for a period extending back . 
into the nineteenth century. The severity of the disturbance appears 
to be greatest in the eastern portions and least on the immediate 
coast, but perhaps only on the final slope into the ocean can we see 
relatively undisturbed vegetation. 


Because of the long history of disturbance and the somewhat 
unique conditions produced by the Wind Gap described above, it is 
difficult to classify much of the proposed route into the usual vege- 
tational and plant community categories. Most of the course of the 
Running Fence would traverse heavily grazed rolling, to sometimes, 
steeper, hills which form the topographic outlines of Americano 
Creek and San Antonio (Stemple) Creek. Along the top of Meacham Hill 
on the eastern end and for nearly twenty-four miles in a westward 
trending zig-zagging pattern, the proposed route, for the most part, 
stays on ridges and mid-slope levels. It rarely passes through or 
even near any woody vegetation. Where this does occur, such as at 
the crossings of several of the large tributaries of the Esteros (creeks), 
the contact is minimal and insignificant in its potential impact on 
plant life. Virtually all of the trees growing in the vicinity of the 
route are woodlots or windbreaks of planted Blue Gum (£ucalyptus 


globulus Labill.) or in one instance, the Osage Orange (Maclura pomifera 
Schneid.). 


*This subsection was prepared (under direct contract with the 
Sonoma County Planning Department) by Drs. John R. Arnold and Charles 
Quibell, both of California State College, Sonoma. 


Much of the inland portion of the route might be best described 
as modified Northern Oak Woodland*--without oaks. Whether the oaks 
were removed at an earlier time or whether prevailing windy conditions 
of the Wind Gap are responsible is difficult to determine. 


Some apparently undisturbed sites in the vicinity of the eastern 
end of the Wind Gap have good populations of Garry Oak (Quercus garryana 
Dougl). However, a case could be made that these sites are more pro- 
tected from the winds. Some north-facing slopes within the Gap may 
have borne a Mixed Evergreen Forest, a possible remnant of which can 
be seen near the intersection of Meacham and Pepper Roads opposite 
Section 19 of the Fence Plan. 

The vegetation which remains along the major portion of the route 
can best be described as essentially a mixture of Valley Grassland 
and Coastal Prairie species together with a high proportion of intro- 
duced weedy annuals and perennials. Many Coastal Prairie and even 
some Coastal Strand species are found considerably further inland 
than is usual because of the climatic features of the Gap. Since 
faunal distribution is most frequently predicated on vegetational 
features, it is to be expected that a shallow "inland sag" may also 
occur in Coastal animal populations in this area. Figure & shows 
the route of the Running Fence, with potentially sensitive areas 
identified. 


2) SETTING--PLANT LIFE 
a) Introduction 


Botanical field observations were made only during the third 
week in September 1975. Both lists and some prepared specimens of the 
plants seen along the route were made. These will be filed at the 
North Herbarium, California State College, Sonoma. 


During the field work, a greater emphasis was made on the western 
end of the route between Valley Ford and the coast both because of the 
condition of the flora being more conducive to reasonable identifica- 
tion and also because it was judged that this constituted the less 
disturbed and therefore more disturbable portion. On-the-ground 
observations of selected sites inland of Valley Ford were made as 
well, including all areas expected to be sensitive as described be- 
low; but the whole course of the route was not walked out. 


*Vegetational terms follow Munz and Keck (1959). 9] 





FIGURE 8 


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aan Po <2 { la .. 4 Yep By ( { { ) ( i f : ~ é we 

j Loe A KOog Soya SSE : 
Ae L 


AK{ i) SNE De Fr} = 


7 
/ 


\i 


- 
\ 
ASS 
SUBJECT TO LAND OWNER ~~ 
= AND/OR COUNTY APPROVAL / \- 


REL Za 
Hh SS Se 








94 


—— Running Fence 
is 0 2000’ 
1-10 Sensitive areas Laide FIGURE 8 SENSITIVE PLANT AREAS 


REFER TO FIGURE 3 
FOR BASIC LEGEND 













= 





. 2 ; 
oo | < Es om Ne : 

Me * je ee, ee det Guy)? 104 

y pA SS \ iP a OA gf 

aR a) Eiatae fe 

x = |) J . oD “Be S 

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a ayes y/. 
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95 





The following remarks must be predicated on a reiteration of the 
fact that field observations have been made only during the September 
dormant period and that a fully adequate picture which would allow 
certainty of conclusions was not obtained. However, a careful study 
of herbarium and literature records compiled from all of the major 
collections in California institutions makes it possible to formulate 
very strongly probable conclusions regarding the likelihood of 
occurrence of plants considered ''Rare and Endangered Species" by 
the California Native Plant Society (CNPS) (Powell, et al, 1974). 

One of the preparers of this (terrestrial biology) sub-section 
(Charles Quibell) was an active contributor to the Society's Rare 
Plant Project which produced the document referred to above. He is, 
in addition, curator of the North Coast Herbarium of California, which 
houses the very extensive collections of Milo S. Baker, who became, 
during the first half of this century, the leading authority and most 
prolific collector of the flora of Sonoma County. As a result, there 
have been available either actual specimens or herbarium label records 
of each of the CNPS "'Rare and Endangered Species" collected in this 
region back into the nineteenth century. In may instances, these 
records include habitat information, while in the others, knowledge 
of the restrictive ecological niches of the individual species is 
available from the literature. These, then, are the bases on which 
the following comments and suggestions for mitigation are made. 


b)  Setting--Classification and Description of Sensitive Areas 


Sensitive areas in or potentially within the forty-feet-wide 
route easement Of Running Fence can be classified into three cate- 
gories: 1) Coastal Bluff and immediate vicinity; 2) Freshwater 
marshy or vernally wet areas; and 3) Rocky outcrops which have been 
protected from grazing. All but one of the rare or endangered 
species which could be encountered by the construction of Running 
Fence would,with little doubt, be necessarily found in one or another 
of these habitats. This one, Chorizanthe valida Wats. (Sonoma 
chorizanthe) is described as occurring on "sandy soil of coastal 
mesas in Sonoma and Marin Counties". No individual of this species 
were seen in the field observations in preparation of this report, . 
but due to the conditions of the area in mid-September, it is possible 
that they were overlooked. 


e Coastal Bluff and Vicinity 


Two plants could very well occur within the easement of the Running 
Fence in the last hundred yards before it enters the Pacific. They 
were not seen on September 13, but could have been missed because of 
the unfavorable season. These are: Arabis blepharophylla H. § A. 
(Coast rock-cress) which has been collected on Bodega Head and at 
Larkspur Rock (about one mile inland from Bodega Harbor on the south 
side of Highway 1), as well as further south in Marin County; and 
Agrostis blasdalei Hitchc. var. marinensis Crampton (Marin bent-grass) 

97 


98 


the nearest collection locality for which is "among rocks just 
east of Dillon Beach".* 


® Freshwater Marshy or Wet Areas 


There is a maximum of five rare or endangered plant species 
which might occur in these habitats within the easement. Most have 
only been collected in marshes of some size, examples of which do not 
occur within the easement of the Running Fence: 


Alopecurus aequalis Sobol. far. sonomensis (Sonoma alopecurus) 
"Marshy places on Pt. Reyes and in Sonoma County" 


Carex albida Bailey (White sedge) "Open marshy places below 
300', Sonoma County" 


Campanula californica (Kell.) Hell. ''Freshwater swamps 
near coast, Marin to Mendocino County" 


Potentilla hickmanni Eastw. (Hickman's cinquefoil) "Rare in 
scattered marshy places, Sonoma to Monterey County" 


Rhynchospora californica Gale (California beaked rush) ''Bogs, 
Ledum Swamp, Pt. Reyes, and Pitkin Marsh, Sonoma County" 


® Rocky Outcrops from Near the Coast to Well Inland: 
(Big enough to be ungrazed 


The Marin bent-grass, mentioned above under Coastal Bluff, more 
likely the Yellow Larkspur (Delphinium luteum Heller), and the Coast 
rock-cress (Arabis blepharophylla H. § A.) could occur on or around 
such rock outcrops. The larkspur in particular could be present with- 
out above-ground parts' being visible in September. This is a particu- 
larly sensitive plant since the only presently confirmed existing 
population consists of perhaps a few hundred individuals at Larkspur 
Rock described above, where it occurs with the Coast rock-cress. 
Earlier reports of the former species or of potential hybrids with 
it hint that it could occur south of this area. Both it and the 
Coast rock-cress could also be established well inland in this region 
because of the Wind Gap. 


An annotated list of all of the other species listed by the CNPS 
as rare or endangered and from Highway 101 to the coast in Sonoma and 
northern Marin counties will be found in Appendix D. 


*Also possible here is agrostis clivicola Crampton var. punta- 
regesensis Crampton. 


c) Impact--Instances of Sensitive Habitats* 


e Rocky Outcrops 


Several of these occur within or very near the easement as for 
example in the de San Antonio Compadres parcel and further inland on 
the Raven property. Other sites very likely exist along the route 
but it was judged that examination of them at this time would prove 
entirely inconclusive. 


e Freshwater Marshy or Vernally Wet Areas 


These vary from true vernal pools, two of which were observed 
near the edge of the bluff at the de San Antonio Compadres, to low 
overflow or flooding areas of San Antonio Creek, Stemple Creek or 
their tributaries. 


These latter places are all heavily grazed now and appear to 
have been for a considerable period such that the proposed construction 
would seem to pose little, if any, additional impact threat. The 
vernal pools and their attendant relatively lush marshy areas could, 
however, sustain a significant impact if care were not taken to 
minimize the disruption during construction and removal of the Running 
Fence. In addition to these, a spring-seep area was examined part 
way down the final slope into the ocean at the de San Antonio Gompadres: 
This and similar hillside seeps elsewhere along the route should be 
considered as sensitive and direct contact avoided when at all possible. 


d) Mitigation--Recommendations for Mitigation of Impact on 
Plant Life 
e Introduction 


Mitigation suggestions pertaining to the floristic elements must 
be prefaced by the strong recommendation for a subsequent field 
survey to be carried out in the spring of 1976. The importance of 
this to any sensitive and responsible approach to the potential 
negative environmental impact on rare plants cannot be overstated. 

A major proportion of the flora, including virtually all of the 
species classified as ''Rare or Endangered" by the California Native 
Plant Society in their Special Publication No. 1 (1974), is for all 
intents and purposes, unrecognizeable during the dormant season. 


*In the interest of conciseness, specific potential impacts are 
treated in the following subsection on mitigation 99 


100 


e Specific recommendations relating to the above-identified 


"Sensitive Areas" 


Coastal Bluff - Since the placing of anchors and posts on the 
last slope and vicinity entering the sea will necessarily require 
hand tools or unicycles only, it is not expected that a serious 
impact will occur so long as attention is paid to minimizing the 
physical disruption of the soil surface. The seep area should be 
avoided, even by extensive foot traffic. At the top of this bluff 
there is a pair of vernal (springtime wet only) pools and surround- 
ing lush somewhat marshy areas. If at all possible, these areas 
should be detoured around and vehicular traffic over them prevented. 
If passage across a lush area is necessary in order that a functional 
line be maintained for a low-impact entry into the ocean, this should 
be approached from the two sides rather than driven across by the 
various vehicles distributing materials, driving anchors, coring 
post-holes, etc. 


Freshwater Marshy or Wet Areas Away from the Coast - These 

areas should not provide special problems for the construction or 
removal process except aS one or more should prove to contain any of 
the rare or endangered species which could conceivably turn up in 

the spring survey recommended above. As a general rule, however, 
hillside seepage areas should be avoided or treated as suggested 
above under Coastal Bluff. In most instances, these seeps will be so 
small that this will prove no problem in compliance. 


Rocky Outcrops - Here again, avoidance would be preferable, but 
where a close approach needs to be made, this should preferentially 


be made on or along the south sides of the outcrops in each case. 
It is the north-facing slopes of these microhabitats which support 
Arabis blepharophylla H. §& A. and Delphinium luteum Heller. 


3) | ANIMAL LIFE 


a) Introduction--Setting and Potential Impact 


On the basis of recent visits to the easement of the Running 
Fence and to areas adjacent to the Fence; upon studies of the literature; 
and upon personal knowledge of Sonoma and Marin ‘counties, certain 
general statements may be made. 


Most of the area to be traversed by the proposed Running Fence 
has been heavily grazed and much disturbed by man and his agriculture 
for nearly a century. Comments by local ranchers, hunters, and others 
lead us to believe that this area will continue to be much disturbed. 


As to the animal populations now present that might be affected 
by the Running Fence: 


® The invertebrates will be little influenced except as they 
are crushed by the impact of the trucks and feet of the workmen. 
The flying insects, such as the abundant grasshoppers, will only be 
briefly diverted. 


e Of the amphibians, the tree frog (Hyla regilla) is probably 
the only one likely to be disturbed during the construction and view- 
ing periods. Other present in the general vicinity will probably not 
be disturbed at all. See Appendix E for a list of amphibians. 


@ Very few reptiles were seen during our visits and no rare 
or endangered forms occur in that area. See Appendix F. 


® Many birds are present in the area; in fact, some 68 species 
were seen in our short visits, yet only one endangered species, the 
Brown Pelican, occurs regularly in this area. The Peregrine Falcon 
(Falco peregrinus anatuns) occurs occasionally at Bodega Harbor to the 
north and at Bolinas Lagoon to the south and probably occasionally 
crosses this area. The California Brown Pelican (Pelecanus occidentalis 
californicus) occurs along the coast but our recommendations for 
modification of the Fence will probably protect these as well as other 
species and reduce the number of casualties to one as low as, or lower 
than, those created by telephone wires, power lines, and the highways. 
Appendix G lists those species observed by us in September 1975 and 
those likely to occur during the period of the Fence construction and 
viewing. 


e Most mammals are nocturnal and so our determinations are 
based largely on previous experience, tracks, scat, and literature. 
Mice, especially the California Vole (Microtus californicus) are 
abundant. (Marsh Hawks and White-tailed kites were observed hunting 
over the grasslands regularly). Indications are that the Gray Fox 
(urocyon cineroargenteus), Badger (Taxidea taxus), Black-tailed Deer 
(Dama hemionus), and Jackrabbits (epus californicus) are abundant. 
In some areas, Brush Rabbits (Sylvilagus bachmani), Bobcats (Lynx 
rufus), Deer Mice (Peromyscus maniculatus) and Woodrats (Neotoma 
fuscipes) are common. Ranchers state that the Norway Rat (Rattus 
norvegicus) 1S a pest in some areas. A list of mammals is presented 
in Appendix H. 


With the possible exception of the Brown Pelican, no rare or 
endangered animal species are present in this region. It is estimated 
that the construction of the Fence, if modified as suggested, will 
not particularly influence the animal population. 


101 


102 


b) Impact--Specific Sensitive Areas 


The following areas are considered ''sensitive'' because of the 
possibility that the Fence and/or the supporting cables and poles 
will hinder the passage of wild animal life. It is assumed that the 
landowners will ask for sufficient passageway for sheep, horses, or 
cattle where such is needed. 


® The ridge and ravines above the reservoir on the Button 
Property in the middle of Section 17 of the Fence route. This area 
constitutes a natural passageway of deer and the Fence could restrict 
their natural movements to water and cover. 


e The crossing by the Fence of the branch of Stemple Creek 
between the Tresch and Button properties at the junction of Sections 
16 and 17 of the Fence route. Same problem as above. 


® The crossing of the Petaluma-Valley Ford Road between the 
Kirkland and Lepori properties--the junction between Sections 10 
and 11 of the Fence route. 


e The crossing of Americano Creek between the Titus and 
Albini properties, in Section 7 of the Fence route. A possible 
cripple-creating hazard. 


e The Ridge-crossing Fence between the Estero Americano and 
the Estero de San Antonio. A possible barrier to migrating birds 
crossing between the two estuaries. One such area is at the end of 
county-maintained Estero Road--at a junction of two farm roads and 
a rather deep ravine. Fast migrating birds might well strike the 
cables and/or panels here (de San Antonio Compadre--Pellascio line). 


e A similar situation could develop at a ravine just east of 
the Coastal Zone on the de San Antonio Compadre property. 


fo) Mitigation--Recommendations to Minimize the Effects of the 
Running Fence on Animal Life 


8 It is recommended that at least one opening of at least 
ten feet in width ad three feet high be left in the Fence on the ridge 
above the reservoir on the Button property. This will be unnecessary 
if the final line of the Fence crosses the ravines at the top in 
such a way as to leave gaps three feet high there. The opening to 
be left for the farm road will also aid the movements of deer and 
other vertebrates to the west of the reservoir. 


_@ It is recommended that the Fence follow what appears to 
be its present plan to have the bottom of the Fence well over six feet 
above the branch of Stemple Creek on the west side of the Button property. 


In any case, the bottom cable here should be at least three feet 
above the creek bed. 


e At the crossing of the Petaluma-Valley Ford Road between 
Kirkland and Lepori properties, the Fence will probably not cause 
much of an obstruction to animal life since there will be a gap for 
Carroll Road as well as one over the main highway. However, space 
(3-5 feet) should be allowed on the south side (Lepori Property) 
between the restarting of the Fence and the dense vegetation against 
the farm fence to the west. If September, 1976 should be a rainy 
month, there will be a great deal of avian activity about the base of 
the Fence. 


e Where the Fence is planned to cross Americano Creek (between 
the Titus and Albini properties), it is recommended that no panel or 
lower cable be placed across the creek. While this should leave a 
space at least as broad as the bank-to-bank free up to about 15 feet, 
an even better solution would be to have no cables crossing the creek. 
This area is used frequently for birds flying up and down the creek. 
In fact, in September of this year Great Blue Herons, Great Egrets, 
Mallards, Snipe, and Northern Phalarope were seen flying along the 
creek at the Fence crossing site. 


e On the ridge between Estero Americano and Estero de San 
Antonio, it is recommended that gaps be left as follows: 


a. At the end of Estero Road where the Fence will cross 
the ravine in de San Antonio Compadre (just beyond the 
Pellascio line), it is recommended that a gap approxi- 
mately 10 feet wide and 18 feet high be left at the 
middle of this deep ravine. This is desirable, even 
though there are openings at nearby roads on the banks 
above. Fast-flying, migrating birds might go over if 
the Fence is noted in time, but foggy nights or days 
might obscure the white panel. 


b. It is recommended that a full panel be omitted at the 
ravine at the west end of the de San Antonio property 
at approximately the beginning of the Coastal Commission 
Zone. Here, as in other places where the upper cable 
remains in place without a lower panel, white cloth or 
other visible strips 18-36 inches long should be hung 
at intervals of 5-10 feet to divert fast flying birds, 
single or in flocks. 


8 Where the Running Fence goes down the bluff and into Bodega 
Bay, the cables should have highly visible strips hung from them 
immediately and these should be in place at all times except when the 
panels are displayed. The rather constant breeze moving the strips 
should keep birds from striking. 103 


104 


& The lower cable should be at least three feet off the 
ground at some place on this slope to allow deer and sheep to pass. 


4) PLANT and ANIMAL LIFE--CONCLUSIONS AND GENERAL RECOMMENDATIONS 
Erosional Problems 


Aside from the special sensitive areas mentioned previously 
in this subsection (Terrestrial Biology), we feel strongly that the 
greatest potential impact of the construction, display, and removal 
of Running Fence is that of rut formation by wheeled or tracked 
vehicles. It has been estimated that a minimum of seven separate 
vehicular passes will be required to distribute materials, set anchors, 
core postholes, erect poles and cables, set the panels, drop the 
panels, dismantle the rigging, remove the materials, and set the 
anchor cable stubs the required 18 inches below grade. This seems 
to us to be a very conservative (low) estimate of the number of 
transits which will be required. It may, in fact, be several times 
this number in some areas. Even this should not cause permanent 
scars so long as great care is taken not to traverse any sloped area 
which has not dried sufficiently to allow virtually no evidence of 
tire tracks other than that of crushed vegetation. This is especially 
important in the case of the steeper slopes where even slight depressions 
can produce channelization and inevitable erosion, with potentially 
ruinous results. 


Mitigations would involve the reduction, to a minimum, of the 
number of vehicular transits over any and all segments of the route 
and the use of all already established lateral access roads except 
where these might pose an even greater threat of erosion. 


Seasonal Problems 


Extreme care should be taken to check each area to verify that 
the ground is sufficiently dry to support vehicles before starting 
construction in that area. It is recommended that an independent 
observer witness the early construction phases to assure compliance 
with this very important recommendation. 


The panels should not be spread for the display period until the 
end of the Coastal Deer Season since even though there will be gaps 
in sensitive areas, unsportsmanlike hunters would be likely to use 
the Fence barrier to channel deer past posted shooters. Aside from 
other considerations, this could well produce a very dangerous situation 
in which hunters or other people are vulnerable to rifle bullets passing 
through the opaque but not bullet-proof screen. 


Fire 


The problem of an increased fire hazard in the region* due to 
the erection, display, and dismantling operations is of significant 
importance, both in terms of floral and faunal damage and of poten- 
tial damage to real property. This is particularly true because of 
the fact that timing of the project places these activities in the 
driest time of the year. (In addition, it should be pointed out that, 
during the display period, Running Fence will function as a barrier 
to free movement by animals who, should a fire threaten them, could 
be caught against this "wall".) 


Descriptions of the fabric have included indications that it is 
fire-resistant. However, it is likely that, should sufficient heat 
be applied, the material could mett and burn on the ground where dry 
vegetation would be ignited. Vandalism should not be ruled out in 
these considerations. 


Fires on grazing land produce impacts that are essentially no 
worse than those caused by grazing itself. Also, there is no reason 
to believe that local fires will threaten rare or endangered botanical 
species. 


As precautions, it is recommended that no smoking be allowed 
except at coffee or lunch breaks, i.e., not while the crews are moving 
through the fields along the route. It is expected that vehicles will 
conform to Division of Forestry specifications regarding spark and 
fire suppression and that each will carry extinguishers, shovels, and 
other fire-fighting equipment appropriate. In addition, it is under- 
stood that radio contact will be maintained with local fire fighting 
agencies. 


Because of the vandalism and public smoking problems, it is 
recommended that monitors on duty during the display period be provided 
with access both to radio contact with fire fighting agencies as well 
as some fire fighting equipment. 


*Frequency of fire in the unincorporated areas of Sonoma 
County is documented in the Community Services Section. Most of 
these fires are man-caused grass fires. In general, the area is not 
subject to naturally produced fires, because of the local climate 
(moisture content). tas 


106 


5) | PLANT AND ANIMAL LIFE--SUMMARY COMMENTS 


® We have not considered the value of Running Fence aS an 
art form nor as a construction project, but simply as an influence on 
native plants and native animals inhabiting the easement and the 
adjacent areas, including those animals likely to try to move through 
the easement during the period from April 1976 through September 1976. 


® Because of the ephemeral nature of the Fence, and considering 
the safeguards suggested in the body of this report, it appears to us 
that, aside from possible erosion damage, the biological effects of 
Running Fence will be only temporary. 


e Since construction, viewing, and removal will take place 
over a period of several months from Spring to Fall, it is recommended 
that periodic visits to the area be made by biologists. Such persons 
should be responsible for checking the effectiveness of the recommended 
mitigations and for recognition of potential presence of rare and 
endangered plants not visible in September. In addition, since minor 
re-routing may be demanded by soil conditions or construction problems, 
consultation with the biologists could be essential. 


6 Because of the nature of the plant and animal life, it is 
recommended that construction be begun last and the Fence be removed 
earliest in the area between Valley Ford and the coast. 


e Potential impact of the viewing public should not be under- 
estimated and some means of controlling or preventing access, especially 
to sensitive areas, should be provided. It is recommended that strong 
consideration be given to the closing of Estero Road at the intersection 
with Franklin School Road since there is no adequate parking or turn- 
around space beyond this point. 


6) | PLANT AND ANIMAL LIFE--COMMENTS ON SOME OF THE OBJECTIONS 
RAISE TO EARLIER REPORTS 


® Fire Danger--It is our understanding that the synthetic 
fabric has low flammability and in fact "melts away from heat''. It 
is also understood that each vehicle is to be brought into conformity 
with California Division of Forestry specifications for fire prevention 
and that in addition, each will carry firefighting equipment and 
maintain radio contact, either direct or indirect, with local fire 
control agencies (see Subsection 4 above). 


e Used fabric and equipment--According to the applicant, 
agreements have been reached whereby all materials will be given to 
the owners of the properties traversed, the Fence will be removed as 
soon as possible after its two-week display period, and the materials 
will be dismantled and removed to mutually-agreed-upon locations by 
the erection crews. 


e Wind action--Our understanding of the Fence design is that 
adequate tests have been performed to assure safe operation even in 
the event of strong winds. Features of the design which specifically 
bear on this problem are: anchors to be tension-tested to 14,000 
pounds at time of setting; wire clips designed such that the top and 
sides of each panel will separate from upper cable and poles, respectively, 
before any separation with the bottom cable, thus allowing the panel 
to lay out and spill the wind but not be blown away. 


e Cliff erosion--Since spectators cannot, according to the 
present plan, approach the coastal end of the Fence, cliff or bluff 
erosion will be affected only by construction and dismantling operations. 
Specific recommendations have been made to minimize this, including 
use of hand transportable tools on these and other steep and fragile 
slopes. 


e General erosional effects along the route--It is recognized 
that much of the easement and adjacent farmlands have been overgrazed 
and greatly modified over a considerable period in the past and it 
is unlikely that these conditions will change in the near future. 
Specific recommendations in mitigation of the effects of the proposed 
Running Fence construction and removal have been made elsewhere in 
this subsection (Terrestrial Biology). 


e Openings for wildlife--This subsection contains many recom- 
mendations which, if followed, it is expected will allow sufficient 
movement of larger wild animals to prevent serious impact on them. 

See Figure 8 and Section 3 c of this subsection (Terrestrial Biology). 


107 


108 


Ze SOILS/ GEOLOGY / SEISMOLOGY 


Setting 
a) Topography. 


The Running Fence project site traverses a topographic low along 
the westernmost ridge of the Coast Range. Along most of its length, 
this first line of hills along the coast is on the order of 1,000 to 
2,000 feet above sea level. The gap between Bodega Bay and Cotati 
Valley, however, is generally less than 500 feet in elevation over 
its 12 mile length and 8 mile width. The well developed drainage in 
this area hasdissected the landscape into rolling hills and broad 
valleys with 200 to 400 feet of relief. Slopes are generally gentle, but 
often exceed 25 percent; at the coastal bluff, generally slopes can 
reach 100 percent (see Figure 9). 


b) Bedrock. 


The oldest rocks in the area are of the Jurassic-to-Cretaceous- 
age Franciscan Formation. In this area these rocks consist of 
melange, an incoherent mass of crushed and sheared rock material 
containing small-to-huge blocks of coherent rock. Overlying these 
rocks on an old and irregular erosion surface are Pliocene -aged 
marine sediments known as the Merced Formation. These materials were 
deposited over the Franciscan rocks perhaps 4 million years ago, when 
this area subsided below sea level. Sand, silt and clay deposited in 
the old Merced embayment are today a nearly horizontal layer, up to 
500 feet thick, of poorly cemented clayey sandstone and sandy mud- 
stone (Travis, 1949; Rice and Strand, 1971; and Blake, et al., 1971).* 


Near the east end of the proposed Fence alignment, Segment 22 
passes over the Petaluma Formation. This sedimentary claystone, silt- 
stone, and sandstone also contains debris from the Franciscan Formation 
and the Sonoma Volcanics. Its age is approximately contemporaneous 
with the Pliocene Merced Formation, but the relationship is somewhat 
uncertain as their contact is at the Tolay Fault. Overlying the 
Petaluma Formation and forming the cap rock of Meacham Hill (Segment 23) 


are ee basalt lava flows of the Sonoma Volcanics (Fox, et al., 
1973). 


c) Geomorphology. 


As the area was again uplifted, the meandering channels of 
Stemple and Americano Creeks were initiated on the "mudflats" of the 
Merced bay bottom as it emerged above sea level. Continuing uplift 
was accompanied by down-cutting of the drainages, deeply incising them 
through the entire thickness of Merced sediment and into the underlying 
Franciscan melange. The last great ice age, 10 to 25 thousand years 
ago, lowered sea level by about 300 feet, allowing further down-cutting 


*See Figure 10. 





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Prepared by C. R. Davis, ESA 


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114 


geology con't. 
Merced(?) Formation--massive 
fine-grained sandstone and 


siltstone 


Wi, Franciscan Assemblage--sheared 
Kits/ shale and sandstone with chert 
i and greenstone 


fo~—~ Formation Contact 


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Compiled by C. R. Davis, ESA, from Travis 


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photo interpretation and field re 


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Soil Constraints 


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, 1949; Blake, et al., 1971; 
» 1972; Armstrong, 1974; with aerial 
connaissance. 


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0 2000' 
ree FIGURE 10 GEOLOGY AND SOILS 


REFER TO FIGURE 3 
FOR BASIC LEGEND 


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of these streams. Return of sea level to its present state flooded 
the channels, creating the esteros we see today. 


Geomorphic processes active in the area today include sheet 
erosion, gullying, and landsliding.* These processes are most preva- 
lent on the weak, poorly consolidated and poorly drained Merced 
sediments. Overgrazing and cultivation during the last century has 
seriously accelerated these processes, as is evidenced by old fence 
lines on the Merced Formation which are now on mounds six inches to 
a foot above the surrounding ground. Most drainage-ways are severely 
gullied due to accelerated runoff, and most hillsides on the Merced 
Formation exhibit sheet erosion and slumping. The hillsides appear 
to be at or near the greatest angle of repose for these poorly consoli- 
dated sediments, which are commonly seen to be failing. 


Landsliding is prevalent at the coastal bluff where the sea is 
wearing it away at the base. Undercutting in the weak Franciscan 
melange leads to slumping on the upper slopes. The Fence route traverses 
a reasonably stable old slide on this bluff. Recent failure is not 
apparent, and the toe of the slide mass has not been seriously under- 
cut, suggesting that it may be inactive at this time. 


d) Surficial Deposits. 


Erosion on the upper slopes has provided sediment to fill the 
valley bottoms. The alluvium reflects the nature of the parent 
material and is composed of sand, silt, and clay. 


e) soils ss * 


The soils along the proposed Fenceroute vary according to 
underlying substrata, topography, and hydrologic conditions. In 
general, upland soils developed on the Merced and Franciscan Forma- 
tions west of Segment 18 are of the Steinbeck series. 


The Steinbeck soils are medium-textured, moderately-well-drained 
loams with clay loam subsoils. They occur on slopes from 2 to 50 
percent and vary in depth from 20 to 60 inches, depending on position, 
slope, and erosion history. Steeper slopes and hill tops have experi- 
enced more erosion, so that soil depth is shallow. Permeabilities 
are moderate, and runoff is medium to rapid, creating a moderate to 
high erosion hazard. As an indication of engineering properties, 
these soils are described as having slightly hard, friable and slightly 
plastic surface soils with slightly hard to hard friable and nonplastic 


*See Figure 10- 


**This section has been developed from the Sonoma County Soil 
Survey and the Marin County Soil Report, U.S. Department. of ’ 
Agriculture, 1972 and 1967 respectively (Miller et al., 1972; U.S. Soil 


Conservation Service, 1967). See also Armstrong, 1974, and Figure 10. W7 


118 


subsoils. These soils have agricultural capability classifications 
of from III to VI*, depending on depth of top soil and the extent of 
erosion. Steinbeck soils occupy approximately 75 percent of the 
proposed Fence route. 


Proceeding to the east from Segment 16 into the headwater areas 
of Americano and Stemple Creeks, the soils on the hills become some- 
what more sandy. Sebastopol series soils formed on the Merced and 
Franciscan Formations in this area are sandy loams. Occurring on 
slopes from 2 to 30 percent, the sandy loam surface soil is thin, 
with a deep sandy clay loam subsoil to a depth of 43 inches. This 
subsoil is hard, firm, and plastic when wet. The soils being well- 
drained, runoff is slow to rapid (depending on slope), and erosion 
hazard is slight to high. These soils are again classified as III 
to VIE. 


The soils in Segment 22 are developed on the Petaluma Formation 
and are quite sandy. These Cotati series soils on 2 to 5 percent 
slopes have moderately deep fine sandy loam surface soil underlain 
at a depth of about 22 inches by clay subsoil which is very hard, 
very firm, and very plastic when wet. These soils being only moder- 
ately well-drained, with slow permeability in the subsoil, runoff 
is medium to rapid with moderate to high erosion hazard. Agricultural 
capability classification is III and IV. 





The easternmost end of the proposed route is on Toomes rocky 
loam. This soil is developed on and underlain at a depth of 5S to 
20 inches by shattered and weathered andesitic basalt lava flows which 
form Meacham Hill. Permeability is moderate with slow to medium run- 
off and slight to moderate erosion hazard. This is very poor soil, 
having an agricultural capability classification of VII (marginal 
rangeland). 


One other soil type is found in the valley bottoms along Ameri- 
cano and Stemple Creeks. The proposed route approaches or crosses 
each of these drainages twice. Blucher series soils have formed in 
these areas from stream-deposited fine sand, silt, and clay. Slopes 
are from 0 to 5 percent. Surface soils are fine sandy loam and 
clay loam to a depth of about 34 inches, underlain by silty clay loam 
subsoil which is very hard and firm but moist and plastic for much of 
the year. Permeability is slow, but gentle slopes produce slow runoff 
and a slight erosion hazard. This is prime agricultural soil, with a 
classification of II. 





*III = moderately good cropland 
IV = good pasture land 
V and VI = good rangeland 


Current agricultural use of the soils along the proposed Fence 
route is grazing and dry grain production, although Sebastopol series 
soils are suitable also for orchards and vineyards, and Blucher series 
soils are suitable for orchard and row crops. 


f) Faults and Seismicity. 


The proposed project would span most of the block between two 
major active fault zones in the San Francisco Bay Region* The San 
Andreas Fault Zone, the contact of the drifting North American Conti- 
nental plate with the Pacific oceanic plate, passes about ¥% mile 
offshore of the proposed coastal site. This section of the San 
Andreas moved some 20 feet in the great earthquake of 1906. At the 
eastern end of the proposed route in Segment 21, the route would 
cross the Tolay Fault, a potentially active branch of the Hayward 
Fault system. The route would cross three additional inactive faults. 
The Americano Fault crosses Segment 14, the Bloomfield Fault crosses 
Segment 17 twice where fault and route are roughly parallel for % mile, 
and again in Segment 18, and the Dunham Fault crosses the route at 
Segment 20. These faults are all aligned with the San Andreas and 
trend northwest (Jennings, 1973; Fox, et al., 1973; Travis, 1949). 


Major faults in the region (Jennings, 1973) which could cause 
potentially damaging levels of ground-shaking in the project area 
include, but are not necessarily limited to, the Healdsburg-Rogers 
Creek and San Andreas Faults. The Healdsburg-Rogers Creek Fault lies 
approximately 4% miles to the east of the easternend of the Fence 
route, while the San Andreas Fault, as noted, lies about ¥% mile to 
the west of the western end of the land portion of the Fence route. 


The project area lies within a portion of the San Francisco Bay 
Region that has experienced moderate seismic activity. In the past 
160 years, the area has been shaken 11 to 15 times with sufficient - 
force to potentially produce damage ranging from cracked plaster and 
broken windows to partial collapse of unreinforced masonry structures 
(California Division of Mines and Geology, 1972). 


In addition, the 1906 earthquake on the San Andreas Fault shook 
this area hard enough to destroy or severely damage most masonry 
structures and even some well-constructed wooden ones. 


g) Natural Resource Base. 


There are two basic types of physical natural resources present 
in any given area. The first is the land itself, while the second is 
the material present beneath the land's surface. 


The land within the project area can be considered moderately 
to highly valuable from an agricultural standpoint. U.S. Soil Con- 
servation Service Land Capability Classifications range from Class II }}9 


*See Figure 10. 


120 


(prime) to Class VII (suitable for range) with most of the land being 
Class III to VI [suitable for dry grain and pasture (range) ]. 


No known economically significant subsurface materials are known 
to exist in the project area, although gold, mercury, quartz, and rock 
have been recovered from this area in the past (Travis, 1949; 
California Division of Mines and Geology, 1949). 


Impacts 


The geologic "impacts" of a project can be divided into two 
categories: impacts and hazards. Impacts are those changes which the 
proposed project may induce in the geologic conditions of the site. 
Hazards are those problems which the geology of the site may pose for 
the proposed project. 


a) Topography. 


The proposed project would involve no topographic modification, 
but the topography could affect implementation of the project. Slopes 
greater than 50 percent would preclude the direct use of vehicles for 
installation and would require hand work or a modified technique. 
Slopes greater than 50 percent are shown on Figure 9. 


The slope interval between 25 percent and 50 percent brackets 
the ''angle of repose'' for loose soils; that is, the angle above which 
loose soils tend to slide.* Thus, this interval defines the portion 
of the Fence route in which care must be taken during construction 
to prevent further erosion (induced by the project). 


b) Bedrock. 


This project would have no impact on bedrock, but Meacham Hill is 
capped by shallow hard rock which could hinder the project. See the 
subsection on "Soils, following, for a discussion of this hazard and 
its mitigation. 


c) Geomorphology. 


The only place along the proposed route where the project could 
potentially significantly affect land-shaping processes is at the 
coastal bluff. The route would pass down a major landslide to 
reach the ocean. It is conceivable that the installation could leave 
depressions in the soil surface which would serve to trap water and 
allow it to percolate. An increase in the water content of the slide 
mass could hasten its movement downslope into the sea. The remainder 
of the route has been so located that no other landslides would be 


Sane = ee Gasene - . - . 

Strictly speaking, this concept applies only to loose, "cohesion- 
less" soils. The local soils are somewhat cohesive, because of their 
clay content. 


crossed. Field reconnaissance of the route in Segment 11 confirmed 
that the staked route is indeed upslope of the landslides on this 
north face. The corrected alignment on the base map reflects this 
field verification. Erosion processes are discussed separately under 
"Water Resources", following. 


d) Soils. 


The potential impacts on the soils of the area which could result 
from implementation of the proposed project would be associated first 
with vehicle traffic over the grass lands and second with the direct 
disturbance of the soil by the actual installation. The first effect 
from vehicular traffic could compact the soil or actually cause ruts 
from heavy vehicle tires. This impact would be most severe when the 
ground is moist or wet. The second effect could mix the soil colum, 
reducing surface soil fertility while exposing the soil to other 
impacts. This could result from posthole digging (punching), place- 
ment or removal of anchors, or failure of the ground, allowing pull- 
ing out of anchors, and tipping over of posts. 


Soil properties or characteristics could impose hazards to the 
proposed project. Digging of post holes and placement of anchors to 
a depth of 36 inches could be hindered by hardpan or shallow bedrock, 
and weak soil conditions at that depth could provide insufficient 
strength to support the structure. As noted above, the low-lying 
soils adjacent to the principal creeks are clayey and wet much of the 
year. These soils may have poor strength and may not provide good 
support for the proposed structure. On the other hand, Meacham Hill 
is covered by only 5 to 20 inches of soil underlain by hard igneous 
rock; this could pose special problems for the placement of posts 
and anchors. (See Figure 10). 


e) Faults and Seismic Hazards. 


The project would cross the potentially active Tolay Fault, but 
could in no way affect the activity of this fault. While this is a 
seismically active region and a major or great earthquake is antici- 
pated, the probability of such an event's occurring during the life of 
this project is extremely low. If such an event were to occur, the 
structure would probably not be seriously damaged. Perhaps some cables 
would part or some anchors might be pulled out of the ground, but the 
life risk associated with failure would be negligible. 


f) The Natural Resource Base. 


As there are no known economic mineral deposits along the route, 
and since an insignificant amount of soil would be disturbed, there 
is only one potential resource impact. The project would use steel 
for cables, poles and anchors, and plastic fabric for the curtain.* 
Petroleum would be consumed in construction and viewing. See Energy 12] 
Section, above. 


*Mostly surplus material, already available. 


122 


Mitigation 
a) Topography. 


Construction plan methodology specifies that vehicles shall not 
be driven on slopes in excess of 50 percent. Installation and re- 
moval will be accomplished in these areas either by hand or by using 
a second vehicle to winch the construction vehicle into position 
without putting power to the wheels. This will prevent any wheel 
spinning which could have erosional consequences. Even in handwork 
involving the powered moto-mule, the equipment would be winched up 
and down steep slopes to prevent these impacts. In the 25 to 50 per- 
cent slope interval, decisions about construction methods should be 
made by an engineer on-site at the time of construction. 


b) Geomorphology. 


There should be no impact on the coastal landslide's stability 
from the project since under actual project plans, no depressions 
will be left to act as water traps. Backfilling and revegetation 
measures. included in the project will leave the surface essentially 
undisturbed. Vehicles will not be driven in this area and therefore 
no disturbance will result from this cause. 


Since rates of infiltration or runoff will not be affected, 
slide-prone areas downslope of the route will experience no change 
in stability. 


C) sons. 


Mitigation which has been developed and included as part of the 
project plan willminimize any of the soil impacts and hazards dis- 
cussed above. The vehicles to be used would be equipped with 4-wheel 
drive and wide, flotation-type tires to minimize soil pressures and 
erosion from wheel spinning. To avoid damage to moist soils, early 
work can begin on higher ground, which dries sooner. 


The engineering design and methodology is so conceived as to 
make soil disturbance insignificant. Special equipment developed 
for this project will punch a minimum sized posthole for the main 
oles, thus limiting the amount of disturbance. Anchors would be 
riven directly into the ground, so that excavation and soil 
disruption would not be necessary. Areas inaccessible to the truck-mounted 


equipment would require manual installation, but the methodology 
would be similar and would result in no more soil disturbance. 
Further, plans for removal of the structure include filling and seeding 
of the post holes; anchors would not be removed (which would require 
considerable disturbance of the soil), but covered by backfilling. 


Soil hazards to the project (with resulting impacts) have also 
been considered in the design and methodology. Three types of anchors, 
which will be suitable for rock, average, or soft soil conditions, 
have been designed. In addition, the method of placement calls for 
driving the anchor 10 inches below design depth and then "setting" 
it by partial withdrawal. If the anchor moves up more than 10 inches 
under a measured load, additional anchors (up to a total of four) 
would be placed at each point to achieve the designed strength. Also, 
the system has been designed for "controlled" failure (panel separation) 
at points other than anchors and post holes; since anchor holding 
power will be measured on installation, it is highly unlikely that 
the structure will fail at these points and cause soil - disturbance 
impacts/hazards. 


d) -Natural Resources. 


The materials to be used to construct the Fence will be given to 
the landowners ,who will use it on their ranches or sell it as surplus 
at the end of the project,and thus they will not be lost. Petroleum 
will be consumed in implementation of the project.* Fuel will be 
expended by persons travelling to view the project.* 


ea aaa . . . 
For estimates of consumption, see Energy Section above. 


123 


124 


3. | WATER RESOURCES 
Setting 
a) Drainage. 


The proposed project route would cross several drainages. The 
area immediately adjacent to the coast drains directly to the sea. 
The 1500 feet of the route that is closest to the coast is in the 
15-acre area which drains over the landslide to be traversed to reach 
the ocean. The next 10,000 feet would follow the drainage divide 
between two unnamed minor drainages leading to the sea. From this 
point to Segment 16, the route would be in the Americano drainage 
basin, crossing that creek twice and running along the Stemple/ 
Americano drainage divide for 3000 feet in Segment 13. In Segment 16, 
the route crosses into the Stemple Creek basin and follows the north 
side of that drainage to its headwaters near Stony Point. Three 
thousand feet of Segment 22 pass through the Laguna de Santa Rosa 
basin (tributary to the Russian River). The route then enters the 
Petaluma River drainage basin on Meacham Hill. 


b) Runoff. 


The bedrock and subsoils in this area are generally quite 
impermeable, resulting in relatively rapid runoff in spite of the 
gentle slopes. Overgrazing of the rangeland is nearly universal in 
the area, contributing significantly to the rate of runoff. Numerous 
small stock-watering impoundments have been created on the inter- 
mittent streams throughout the area in order to capture some winter 
runoff for summer use. 


c) Erosion and Sedimentation. 


Rapid runoff over the poorly vegetated hillsides of the area has 
caused serious erosion in the form of gullying and rilling. The 
sediment produced is carried downstream into impoundments or to the 
Esteros. The natural process of filling these intertidal areas to 
become marsh has been accelerated by the poor land management in the 
watersheds. 


d) Groundwater. 


Although wells exist in this area, groundwater is not plentiful. 
Webster (1972a) shows this area to be about half in zone A and half 
in zone B,* indicating that water well yields would probably be no 
worse than marginal to adequate for stock or single family domestic use. 


*Category A: "Marginal to adequate for stock or Single family use, 
0.5 to 5 gallons per minute." 

Category B: "Adequate for stock or single family use, but inade- 
quate to marginal for light industrial use, 5 to 50 gallons per minute. ' 


e) Water Quality. 


The quality of the groundwater in the area has not received 
extensive study; however, one data point at Salmon Creek, a similar 
area nearby, indicates nitrate levels have been high enough to be 
harmful to infants (Webster, 1972b). Surface water quality also is 
not well characterized, but the large numbers of livestock kept in 
the area certainly contribute considerable quantities of nutrients 
to the runoff. Some stream channels which were still wet in late 
summer were noted to be eutrophic (containing visible quantities of 
algae), an indication of excessive nutrients. 


Impacts 


Since this project would traverse a number of watersheds, any 
impacts on local water resources would not be concentrated in a 
Single area. Any effects of the project as proposed, however, would 
be negligible. Woodward-Clyde Consultants (1975), after studying 
the most sensitive portion of the route, the Coastal Zone,* concluded: 


e Proposed Fence placement and removal procedures are 
extremely safe and conservative, and far surpass the 
average standard of care existing today in any fence 
project. 


e Placement of the Christo Fence will not cause surface soil 
erosion in any manner. 


8 There will be no erosion impact on the Estero de San 
Antonio or on the adjacent sea cliffs and bluffs. * 


e If public viewing is limited to existing roads, in 
accordance with the Christo public access plan,*** there 
is no risk of soil erosion due to public activity. A 
few hundred accidental excursions would not alter this 
conclusion. 


These conclusions may be extended with high confidence to the 
rest of the route, particularly when viewed in thecontext of the 
normal farm-vehicle activities on the ranches along the route. Water 
quality could possibly be adversely affected by the wastes from the 
potentially large numbers of people visiting the area to view the 
project. 


*Refersto the original route, entering the ocean at the mouth of 
Estero de San Antonio, generally a more sensitive location than the 
currently proposed point of entry. 125 

**The "Christo public access plan" no longer applies, as it refers 
to a concept and a location that are no longer part of the project plan. 


126 


Mitigation 


Elements of the project design and methodology will mitigate 
potential impacts to the region's water resources: 


a) Runoff. 


Rates of runoff will not be affected by this activity because 
the use of wide flotation-type tires and the planned construction 
during the dry season will prevent compaction of the ground. For 


the same reasons, impacts on vegetative cover which could otherwise 
increase runoff also will not be significant. 


b) Erosion and Sedimentation. 


Since rates of runoff will not be increased by this activity, 
erosion rates will also not be affected thereby. Disturbance of 

the soil could expose it to erosion, but structure removal plans call 
for backfilling the post holes and seeding of disturbed areas, with 
placement of jute matting to stabilize the surface where necessary 
(i.e., on slopes) until revegetation takes place. Thus, there will 
be no increase in erosion rates as a result of this project. 


c) Water Quality. 


The potential impact on water quality from additional people in 
the areawould be mitigated by the provision of portable chemical 
toilets. This measure should be effective it they are provided in 


sufficient numbers, placed at strategic locations, and receive the 
required maintenance. 


4... AIR QUALITY/METEOROLOGY 
Climate 
a) Setting. 


The proposed route of the Running Fence pierces the strong 
gradients of wind, temperature, rainfall, and cloud cover that pro- 
duce the unique coastal climate of northern California. The break 
in the coastal hills made by Americano and Stemple Creeks provides 
a conduit through which cool marine air moves eastward to meet and 
mingle with another air stream moving northward from San Pablo Bay. 
During the trip eastward and northward, these air streams are sub- 
jected to intense solar radiation which quickly modifies their marine 
characteristics and produces the remarkably strong climatic gradients 
of Sonoma County. 


Wind motion carries air over and past the route of the Fence. 
Along the coast, the prevailing summer wind blows from the northwest. 
At the least-sheltered coastal locations, the average hourly wind speed 
in May and June reaches 30 miles per hour between 6 PM and midnight. 
By September, the maximum average hourly wind has decreased to about 
20 miles per hour but the late afternoon and evening is still the 
most blustery period (California Department of Water Resources, 
1971). The eastern portion of the Fence route lies in a region that 
experiences lighter southerly and southwesterly summer winds. In 
contrast to the coastal zone, average daytime wind velocities here 
(hourly averages are not available) are only between five and six 
miles per hour and even these modest levels decrease slightly during 
September and October (BAAPCD unpublished data). 


Peak wind gust data are not available for any portion of the 
Fence route. However, gust data are available for the San Francisco 
International Airport site, which occupies a lowland exposure compar- 
able to those of the Fence route with respect to the marine flow. 

The airport data will supply a gross indication of the possible gust 
environment of the central portion of the Fence route near Bloomfield, 
which is about as far inland as the San Francisco Airport is from the 
coast. During the 18-year period 1948-1965, the maximum gust for 
each month occurred as follows: 


Month Peak Gust* (mph) Month Peak Gust* (mph) 
January 78 July 47 
February 64 August 49 
March 58 September 56 
April 60 October 64 
May 62 November 67 
June 58 December 66 


127 
*Source: National Climatic Center, Asheville, North Carolina, 
(Air Weather Service, undated). 


128 


In the same 18-year period, one-minute average wind speeds (in con- 
trast to instantaneous peak gusts) greater than 31 miles per hour 
were recorded during 0.1 percent of the September observations. 


The route of the Fence traverses an area that is normally sub- 
jected to a strong temperature gradient during the warmer months. 
Average September afternoon temperatures along the immediate coast 
are in the upper 60's while inland areas between Petaluma and Santa 
Rosa experience September afternoon temperatures in the low 80's 
(Miller, et al., 1972). 


The Fence route also crosses a Significant rainfall gradient 
that gives a mean annual rainfall of 39 inches to the coastal end 
of the route and 22 inches to the eastern end (U.S. Geological 
Survey, 1971). Detailed, long term rainfall data for Santa Rosa are 
available which are representative of rainfall conditions along the 
central portion of the Fence route. Annual rainfall contour maps 
indicate that Santa Rosa and the center of the Fence route experience 
the same amount of precipitation, with Cotati drier and Petaluma 
more so. These data (see Table 3 ) indicate that 87 percent of the 
annual precipitation falls during the six months from November 
through April, thereby producing a well-defined dry season during 
the remainder of the year. On the average, the three driest months 
are July, August, and September. However, anomalously heavy rainfall 
amounts have been recorded in all seasons; the data indicate that 
the early and late portions of the dry season are susceptible to 
invasions of weather that more properly belong to the wet season. 
The record 9.47 inches that fell in October 1962 illustrate how 
quickly the dry season can be displaced. 


At the western end of the Fence route, where mean rainfall 
amounts are considerably higher, the maximum daily and maximum 
monthly values are also expected to be higher. Similarly, the maximum 
daily and monthly values at the drier eastern end of the route are 
expected to be lower. However, the mean number of days with precipi- 
tation .10 inch or greater will not differ significantly from one end 
of the route to the other (U.S. Geological Survey, 1971). 


Fog and low cloudiness frequents the coastal portion of the 
Fence route and occasionally penetrates areas to the east by follow- 
ing the lowlands of the Estero Americano. July and August are the 
foggiest months but no month is completely fog free. 


b) Impact. 


By pulling and tugging at the fabric, the wind environment of 
the Running Fence will have an important influence on the structure's 
appearance. The prevailing westerly and northwesterly winds will 
push the fabric southeastward along that portion of the Fence that 
lies west of the Highway 1/Petaluma-Valley Ford Road intersection. 





TABLE 3 


RAINFALL MEANS AND EXTREMES, SANTA ROSA, 1931-1973 (INCHES). 


Average Maximum Maximum Mean Number of Days 
Monthly Daily Monthly Rainfall 0.10" or More - 
January 6.02 Sai 15.38 9 
February Se15 4.20 l2e31 8 
March 3.98 3.04 8.03 7 
April 233 2.97 7.61 4 
May 98 1.39 3.95 2 
June eae 1.08 1.94 1 
July .02 a20* ~20* < 1/2 
August 06 Vas 1.68 < 1/2 
September ney 2.82 3-16 < 1/2 
October 1.54 2539 9.47 3 
November 2.94 eed 13.23 5 
December 5.64 4.33 17.89 8 


Source: U.S. Weather Bureau, 1974. 


*Note: In July 1974, 1.61 inches was recorded, nearly all of 
which fell in a 24-hour period. 


129 


Between this point and the Pepper Road-Meacham Road intersection, the 
alignment of the Fence will cause a fluttering or ruffling of the 
fabric similar to that of a luffing sail. The remaining eastern 
extremity of the rence lies, for the most part, approximately perpen- 
dicular to the prevailing southerly wind flow. Along this section, 
the fabric will most commonly be bowed to the north of the Fence line. 


The maximum gust record for San Francisco International Airport* pre- 
sented in the Climate Setting Section gives an indication of the extreme 
winds to which the Fence may be subjected. The difficulties inherent in 
applying these data to all portions of the Fence route are obvious. In 
particular, areas immediately adjacent to the coast and on exposed ridge 
tops can be expected to have significantly higher maximum gusts than those 
observed at San Francisco International Airport, which is about 10 miles 
inland from the coast. However, the general annual trend of weaker gusts 
in summer and stronger gusts in winter illustrated by these data is expected 
to be valid along the entire route. This trend information indicates that 
the most wind-sensitive period of the project will occur during September, 
when the probability of gusts of more than 50 mph is increasing (see 
Appendix N for summary of wind tests conducted by applicant's engineers). 


Work on the Fence will face the greatest probability of weather 
(rain) interference during the initial construction (April) and the 
removal (October) periods. Even though April is the transition month 
between the wet and dry seasons, the historic record shows that very 
heavy rains have fallen in this month (see Table 3 ). Copious rainfall 
amounts at this time of the year can seriously aggravate runoff and 
soils problems because they occur at the end of a 6-month period during 
which more than 2 feet of rain is likely to have fallen.** The 43-year 
record for 1931 through 1973 shows that a total monthly rainfall 
greater than 3 inches occurs in about 1 out of 4 Aprils. October is 
also a transition month; however, when unusually heavy October rains 
occur, they fall upon soils desiccated by the summer drought. A 
total monthly rainfall greater than 3 inches occurs in about 1 out of 
5 Octobers and in about 1 out of 2 Novembers. 


The reader is reminded that the above discussion and Table 3 
are directly applicable only to the central portion of the Fence 
where the average annual rainfall is approximately 30 inches. Con- 
struction activities along the western segments will face a higher 
probability of interference by rainfalls of greater intensity while 
activities along the eastern segments will face a lower probability 
of the intensities predicted for the central segments. 


a i 
a,from where the only local records are available. 
This discussion applies to potential interferences and 


impacts. The likely situation is discussed under Water Resources above. 


c) Mitigation. 


See Section mm Project Description-Technical Description, and 
Appendix N for engineering testing of Fence panels. The system is 
designed so that the panels will separate from the top cables and the 
poles and, thus, lie on the ground if winds arise at high enough velocity 
to otherwise tear the materials or pull out the poles. Note that testing 
of Running Fence was done at full scale. One project, Christo's Valley 
Curtain, did not conform to engineering expectations. However, the great 
size of Valley Curtain (width: 1250-1368 feet, height: 185-365 feet, 
precluded anything but scaled-model testing (Christo, 1973). 


If rainfall in April 1976 is unusually high, construction work on wet 
areas and the western end of the Fence route could be delayed to avoid damage 
to soils and vegetation. 


Air Quality 
a) Setting. 


The Bay Area Air Pollution Control District (BAAPCD) maintains 
two air quality monitoring stations near the eastern portion of the 
Fence route, one in Petaluma and the other in Santa Rosa. Oxidants 
only are sampled at the Petaluma site, while the full range of air 
pollutants (oxidants, carbon monoxide, nitrogen dioxide, sulfur 
dioxide, and suspended particulates) is sampled at Santa Rosa. A 
combined summary of the 1973 and 1974 monitoring experience is pre- 
sented in Table 4 for those contaminants that exceeded federal or 
state air quality standards. Violations of the nitrogen dioxide and 
sulfur dioxide standards did not occur during this period. 


The oxidant violations at both stations occurred, as would be 
expected, during the summer and early fall oxidant season when intense 
sunlight and restricted ventilation combine to carry the photochemical 
smog reaction to its annual peak. Comparison with other BAAPCD loca- 
tions indicates that, while oxidants are a problem in the Santa Rosa- 
Petaluma area, they are not present in the concentrations or frequencies 
observed in much of the rest of the Bay Area. In contrast to oxidants, 
the carbon monoxide violations occurred in the late fall and winter 
period. High concentrations of this pollutant are promoted by the 
weakening wind flows and nighttime radiation inversions common to 
this time of year. The suspended particulate annual geometric mean 
indicates that Santa Rosa is among the least dusty locations in the 
entire Bay region. 


The BAAPCD monitoring data discussed above are, of course, 
relevant only for the eastern portion of the Fence route between 
Petaluma and Santa Rosa. The less-developed and less-traveled 
western portion, particularly the section within several miles of the 
Coast, undoubtedly experiences less polluted air than does the Petaluma- )3, 
Cotati valley. Violations of the ambient air quality standards along 
this part of the route are probably rare occurrences. 


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132 


b) Impact. 
i. Construction Period. 


During the construction period, the principal air quality 
impact will be caused by fugitive dust emissions from soil disturbances 
(pole and anchor placement) and off-road vehicle usage. Emission 
factors for the placement of the poles and anchors are not available; 
this lack prevents quantification of the impact of this activity, 
which is expected to be small compared to that from off-road vehicle 
usage in general. However, preliminary work on fugitive dust emissions 
from unpaved roads is available and appears in Table 5 . Note that 
the emission output is dependent upon the vehicle miles traveled and 
the average vehicle speed. Note also the sharp increase in emissions 
per vehicle mile at speeds above 25 miles per hour (PEDCo- Environmental 
Specialists Inc.; 1973)’. 


TABLE 5 


DUST EMISSIONS FROM UNPAVED ROADS 


Average Emissions 
Vehicle (Pounds/ 
Speed (mph Vehicle Mile) 

Ss 0.81 

25 1.18 

35 2.47 

40 4.20 


These emission factors describe the dust emissions from dry, unpaved 
surfaces. If Fence construction begins in April, the hillsides will 
most likely still be moist from the winter rains which may, indeed, 
still be falling. Vehicle travel over unpaved surfaces at that time 
would therefore produce much less dust than indicated in Table 5 .* 
Vehicle disturbances during June, July, and August would realize the 


*As noted under "Soils"; however, construction should not be 


encouraged under such conditions. 133 


134 


full dust-producing penne” Construction activities performed in 
September, such as the hanging of the fabric panels, will take place 
after (during) the summer drought and during the period when the 
probability of measureable rainfall is increasing. Dust production 
will then be dependent upon the occurrence of the first rains of 

the new wet season. In no event are area suspended-particulate 
standards likely to be exceeded because of the project. Localized 
dust generation will be similar to that produced by off-road farm 
vehicles in normal use. 


ji. Removal Period.* 


Removal of the Fence will cause dust to be emitted from the 
same sources that were described in the paragraphs above. Total 
dust emission, however, may be lower during the removal period for 
two reasons. First, the removal of the poles and the abandonment of 
the anchors will cause less disturbance of the soil than did their 
installation. Second, while the installation of the Fence will encom- 
pass the heart of the dry season from April to September, the removal 
will take place from mid-September through October, which is a period 
of rapidly increasing rainfall probabilities. 


1ii. Viewing Period. 


The greatest air quality impact during the viewing period 
will be caused by the exhaust emissions from the thousands of auto- 
mobiles expected to visit the Fence route. The amounts of pollutants 
emitted from this source are dependent upon the number of vehicles 
and their average speed. For carbon monoxide, a primary pollutant 
with an immediate environmental impact (when released in high enough 
concentrations and quantities), the emission rate per mile traveled 
rises as the average vehicle speed drops, reaching a maximum under 
stop-and-go conditions. The environmental concentration of a given 
pollutant (and therefore its jfmpact) is dependent upon additional 
dilution-controlling climatic factors, such as wind speed and 
atmospheric stability. 


On the basis of the weekend visitor demand projections and the vehicle 
distributions (Appendix K) and the calculation method recommended by 
the Federal Highway Administration (1974), carbon monoxide concentrations 
were estimated for the busiest afternoon hour at selected points along 
the trafficway (see Table 6 ). These estimates include carbon monoxide 
generated by combined Fence and non-Fence weekend traffic along these 
roads but do not include carbon monoxide drifting in from distant traffic 
sources. Conservative climatic parameters were assumed for the calculations. 
Nevertheless, the values in Table 6 are far below the on-hour national 
ambient air quality standard of 35 parts per million and well below 


*Presented out of normal order for continuity of technical presentation. 


the 8-hour standard of 9 parts per million. Therefore, given the 

good dilution characteristics of September afternoons and the rela- 
tively low ambient background levels of carbon monoxide--particularly 
along the western portion of the Fence route--it is highly unlikely 
that the Running Fence traffic will cause violations of the national 
standards for carbon monoxide. For the locations specified in Table 6, 
this is true even if there are intermittent traffic jams aiong area 
roadways. 


TABLE 6 


PEAK HOUR CARBON MONOXIDE CONCENTRATION 


CONCENTRATION 
LOCATION (parts/million) 
Highway 101 1.4 
(100 feet from roadway ) 
Stony Point Road eel 
(30 feet from roadway) 
West Railroad Avenue <i] 
(30 feet from roadway) 
Pepper Road < ] 
(30 feet from roadway) 
Valley Ford Road/Highway 1 lees 


(30 feet from roadway) 


Unburned hydrocarbons and oxides of nitrogen are other components 
of auto exhaust emissions. Upon exposure to sunlight, they form 
secondary pollutants known as oxidants (photochemical smog.). The 
photochemical reaction requires several hours to reach equilibriun, 
during which time the mixture is transported far from the emission 
areas by the wind flow. The extreme complexity of the photochemical 
reactions and the lack of a generally accepted simplified computation 
method prevent an exact quantitative conclusion regarding the impact 
of the Running Fence traffic on smog levels. However, since a large 
percentage of the smog in the Bay Area is believed to be caused by 
exhaust emissions, a qualitative feel for the importance of the Fence 135 


136 


traffic can be obtained by comparing vehicle miles traveled for 

Fence and non-Fence activities. Such a comparison indicates that 
Fence traffic will constitute less than one percent of the total 
vehicle miles traveled in the Bay Area on a heavy viewing day (30,000 
visitors). It therefore appears that the Fence traffic will have only 
a very small, and probably unmeasurable, impact on the smog level in 
the air basin. 


c) Mitigation. 


The particulate (dust) impact could be reduced by eliminating 
unnecessary trips over unpaved surfaces, by water spraying these 
surfaces whenever the number of vehicle trips makes spraying worth- 
while, and by keeping vehicle speeds below 25 miles per hour. 


Mitigation of the slight auto exhaust impacts detailed above 
will depend upon the elements proposed in the Traffic Management 
Plan. Elements that increase the average vehicle speeds (i.e., one- 
way roads, flagmen, publicity that contains travel instructions) 
or that reduce the number of autos (i.e., mass transit options) will 
also serve to reduce the not-very-significant air quality impact. 


Die NOISE 


Setting 


The present sources of noise in the region that would be traversed 
by the proposed Fence are varied in nature. They range from artificial, 
introduced sources such as garbage-disposal activities and farm operations, 
to natural sources like flowing water and waves breaking on the shore. 
In an overall area-wide sense; the main noise sources involved are 
cattle, turkeys, birds, gurgling streams, and wind in the grass and trees. 
However, in the vicinity of the roadways, vehicular traffic is an 
important source of noise also. 


The sound levels experienced throughout the region are, in general, 
relatively low. Median daytime noise levels in over half this area 
probably lie under 40 dBA.*>»** 


In nearly all the remainder, the current levels experienced appear 
to lie well below 60 dBA.*** The two main exceptions occur in those 
locations immediately bordering U.S. 101 and the Petaluma/Valley Ford Road 
section of Highway 1. In both these instances, median daytime noise levels 
during at least some portions of the week will exceed 65 dBA at the 
closest residential structures. Sites at which such levels occur are 
deemed unacceptable for residential use by the Department of Housing 
and Urban Development unless special noise reduction measures are 
incorporated into the design of the development (U.S. Department of 
Housing and Urban Development, 1971). 


*dBA: The decibel reading obtained from a sound measurement 
instrument with a frequency response similar to that of the human ear. 
A 1-dBA change in noise level is just discernible to a trained listener 
in a laboratory situation. However, a 2- to 3-dBA change is needed 
to be perceivable to most people under normal conditions. A 10-dBA 
increase in sound level corresponds roughly to a perceived doubling of 
noise. 

**This background noise level was estimated from the data on rural 
sound levels presented in Wyle Laboratories (1971). 

***This judgment is based on calculated noise levels in the vicinity 
of the roadways crossing the region. 


137 


138 


Impact 


The new sources of noise introduced by the proposed project will 
be temporary but numerous. The noise produced can, on the basis of 
the basic underlying activity involved, be divided into two distinct 
categories: construction/removal noise, and "viewing" noise. 


i. Construction/removal noise: The sources of noise introduced 
by the proposed project during the approximately 5-month-long construc- 
tion and 1-month-long removal periods would be varied in nature. They 
would include 6 three-quarter-ton trucks, 1 flat-bed truck, several 
moto-mules, and 4 sets of hole-punching and anchor-installing equip- 
ment.* Probably the noisiest activity during either of the periods 
under discussion would be the hole-punching/anchor-installing operation. 
This work could perceivably raise the daytime energy equivalent sound 
levels** experienced in areas as distant as 2300 feet (line-of-sight 
exposure) or 800 feet (shielded exposure) from the actual construction 
site.+ It may, in addition, produce sound levels at distances of 
400 feet for unshielded exposures or 100 feet for shielded ones that 
will strongly interfere with both outdoor and indoor residential 
site activities.++ Such interference would be similar to that pro- 
duced by road-paving operations taking place about 700 feet away or 
heavy grading activities occurring approximately 1400 feet away 
(unshielded exposure). In the proposed situation, the period through- 
out which activity interference may take place at any given residence 
would be rather short. Even for a unit located immediately next to 
the planned Fence, such interference would be experienced for at most 
3 days during the entirety of the construction and removal periods. 

For most of the 20 to 30 residences so affected by construction noise 
@i.e., those within 400 feet of the Fence), the total period involved 
would be less than one day. On the other hand, the total duration of 
the period during which work on the Fence may be perceivable at a 

Single residence could range up to as much as 4 weeks, with intermittent 
operations of various kinds. 


*Personal and telephone communications with Mr. Burr Heneman, 
A&H Builders. 

**Energy-equivalent sound level: the constant sound level that 
would be experienced if the energy contained in the actually time- 
varying noise were released at a constant rate. 

+The distances presented here and in the remainder of this 
paragraph were calculated on the basis of noise level data presented 
in Bolt, Beranek § Newman (1971) or supplied by Mr. Burr Heneman, 
A&H Builders. Air absorption of sound was semi-quantitatively considered. 
_ ++This conclusion is based in part on the rough set of construc- 
tlon noise acceptability guidelines presented in Bolt, Beranek § 
Newman (1971). 


ii. 'Viewing'' noise: There would be several distinct sources of 
noise associated with the proposed project during the viewing period of 
up to two weeks. The most important one in an area-wide sense would 
be the generated vehicular traffic. On weekdays, such traffic could 
conceivably raise the daytime median noise levels experienced along 
the local viewing routes and Highway 1 south of Petaluma/Valley Ford 
Road from 5- to 23-dBA. As can be seen from Table 7 , the largest 
increases would occur along the roadways carrying the smallest amounts 
of existing traffic. Since present noise levels are lowest in these 
areas, the sound levels produced by the cited changes would all tend 
to fall between 60- and 68-dBA. All of the increases under discussion 
are of at least some significance, for all would be easily perceivable. 
However, those potentially experienced along Petaluma/Valley Ford 
Road and along Highway 1 south of Fallon/Two Rock Road are of the most 
importance. In these two instances, the sound levels produced could 
be high enough to interfere with residential site activities in areas 
within 30 to 50 feet of these roadways' centerlines.* Along Petaluma/ 
Valley Ford Road, fewer than 10 residences would potentially be affected. 
For Highway 1, the exact number involved is unknown. However, again, 
it is not expected to be large. 


The noise-level changes induced on Saturdays and Sundays by the 
generated vehicular traffic would be significantly smaller than those 
experienced during the week (see Table 7 )** This apparently paradoxical 
behavior results from the facts that: 1) the amount of traffic normally 
handled at this time of year on either of these days is about double 
that handled on a regular weekday; and 2) automobile noise levels go 
down as speed goes down, which occurs at higher traffic levels. None 
of the traffic noise level increases induced during the weekend period 
would produce sound levels high enough to interfere with residential 
site activities. Such interference, however, could be experienced 
due to congestion-associated noise (i.e., horn honking, vehicles start- 
ing and stopping, etc.) during the late afternoon along the more- 
heavily-travelled routes. 


One point about the previous discussion deserves special emphasis 
here. This is that it is in general based on a worst-case analysis 
of the situation involved. If fewer than the maximum number of visitor 
vehicles judged possible on a weekday (i.e., 8,300) or manageable 
on a weekend day (i.e., 10,000) arrive, the noise level changes 
induced would in most cases be smaller than those specified above. The 
one readily noticeable exception occurs in the case of Stony Poinv 
Road. There the weekend increase produced could actually be larger 
if fewer people come. Again, this is a result of the speed/noise rela- 
tionship. 


ni Gaus vena Slane . . - . . . 
This conclusion is based on the noise acceptability criteria and 
the category definitions presented in U.S. Department of Housing and 


Urban Development (1971) and Schultz (1971), respectively, ; 139 
**Table 7 is based on traffic-setting information available in 


August 1975. 


140 





TABLE 7 


NOISE IMPACT OF THE VEHICULAR TRAFFIC GENERATED 
BY THE PROPOSED Running Fence PROJECT* 


Typical Road 
Section** 


WESs WOl 
s/o* Old Redwood 
Highway 
s/o Railroad Ave. 


PETALUMA/ VALLEY FORD 
ROAD 
w/o Highway 1 I/St 


e/o Highway 1 I/S 


STONY POINT ROAD 
n/o Railroad Ave. 


MEACHAM ROAD 
s/o Stony Point Rd. 


PEPPER ROAD 
w/o Stony Point Rd. 


Present 
Median Day- 
time Noise 
Level *** 
(dBA) 


TN BoE 
71/69 


62/66 


59/65 


50/57 


50/55 


39/47 


charts presented in Schultz (1971). 
noise level increases induced assume the maximum number daily visitors 


judged possible (i.e., 25,000 on weekdays, 30,000 on weekends). 


Temporary 
Project- 
Induced 
Change in 
Median Day- 
time Noise 
Level (dBA) 


eet 
+]/-2 


+5/-1 
+8/+4 

+10/+2 
+13/+9 


+23/+17 





Approximate 
Resultant 
Change in 
Perceived 
Noise 


None/Nonett 
None/None 


Readily Perceptible 
Increase/None 

2-Fold Increase/ 
Perceptible Increase 


2-Fold Increase/ 
None 


3-Fold Increase/ 
2-Fold Increase 


5-Fold Increase/ 
3-Fold Increase 


*Noise level evaluation based on traffic-volume/median-noise-level 
Traffic volumes used to determine 


Average 


traffic speed developed from estimated maximum traffic flow rates and 
level-of-service calculations. 


**Road sections selected listed in order of the amount of traffic 


presently carried. 


***Approximate median noise level experienced during the period between 
6 AM and 10 PM at the front of the closest residential structure to the 


trafficway cited. 


s/o indicates south of; w/o indicates west Os. EC. 


ttweekday/weekend noise levels. 


I/S=intersection. 


In addition to vehicular traffic, there are three other poten- 
tially important noise sources that could be associated with the 
proposed project. The first is people stopping to view the Fence. 

Any crowd noise they may produce would be limited to the vicinity of 
those areas where cars can be parked (i.e., road shoulders). The second 
source is aircraft bringing in persons who wish to observe the project 
from the air. This activity could increase the noise levels experienced 
not only in the region traversed by the Fence itself but also in those 
areas surrounding the several small airports present in this part of 

the Bay Region. The final source of noise involved is the Fence itself. 
Strong winds blowing parallel or sub-parallel to this structure (see 
Climate Section) could produce humming of guywires, flapping of 

fabric and/or ringing of metal fabric hooks against the metal fence poles. 


Mitigation 
a) Included as part of the proposed project. 


The applicant has already taken, or has indicated that he would 
take, several measures that will reduce the noise impacts of the 
proposed project.* These include selecting a sparsely inhabited area 
distant from the main centers of Bay Area population for the site of 
the Running Fence, employing off-duty Sheriff's deputies to keep 
viewing-traffic flowing smoothly, restricting the time the Fence 
would be up to a maximum of two weeks, limiting Fence construction 
and removal activities to daylight hours, and taking down the Fence 
early if the projected number of persons arriving exceeds the capacity 
of the road network involved. 


b) Suggested as possibilities by this report. 


Several additional measures could be taken to further reduce the 
noise impacts of the proposed project. These include modifying the 
equipment used in the Fence construction and removal operations so 
that it will produce the least amount of noise practicable, eliminating 
roadside parking in the vicinity of any residences involved, and 
further reducing the length of time the Fence is up. ** 


*In the development of the following paragraph, extensive use 
was made of personal communications with Christoand Jeanne-Claude 
Javacheff and Captain Eric Denton, California State Highway Patrol. 

**The last, of course, would mitigate a number of impacts. 


141 

































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III. IMPACT OVERVIEW 


A. UNAVOIDABLE ADVERSE ENVIRONMENTAL IMPACT 


Traffic is the main (and probably the only) source of unavoid- 
able adverse environmental impact. The potential significant impacts 
include congestion and traffic noise, which would be temporary, and energy 
use. Late-summer weekend traffic to view the Fence may be great 
enough to slow down or stop traffic in the area of the Fence route. 
As many as 30,000 persons (10,000 autos) per day may travel the country 
road network and the freeway in the vicinity of the Fence during the 
two scheduled viewing weekends. 


Since the traffic for the most part will be kept to the public 
right-of-way, no permanent damage or impact is foreseen. Traffic 
should return to normal immediately after the removal of the fabric 
panels. 


Traffic congestion can be minimized if roads are closed 
to visitors' autos, and buses are substituted; or reduced somewhat if 
other mitigating measures are used as suggested herein. Nevertheless, 
a residue of (temporary) impact is almost certain to remain. 


B. | RELATIONSHIP BETWEEN LOCAL SHORT-TERM IMPACT AND THE MAINTENANCE 
AND ENHANCEMENT OF LONG-TERM PRODUCTIVITY 


Increased traffic, a local short-term impact*, will affect the 
county road network and freeway for a maximum period of two weeks in 
September, 1976, the viewing phase. Other traffic, during the construc- 
tion and removal phases, will not noticeably add to normal traffic in the 
Fence route area. All three phases--construction, viewing and removal-- 
constitute a period of seven months maximum which would be the time 
of any additional traffic impact, except for that added by inspecting 
and surveying during the permit and planning stages. 





*Which may, however, affect traffic movement as far south as 
Novato on Freeway 101, and beyond. 


143 


144 


Noise may increase with traffic increase during the viewing phase*, 
and air quality will change (but not significantly) with addition of 
fuel pollutants. In addition, vegetation, if damaged by the construct- 
tion and removal activities and by the movement of the Fence's materials 
when in place,is expected to return to normal state within a few years. 
Therefore, the above impacts can be considered as local short-term 
impacts. These impacts would not interfere in the long-term with the 
land and its use, the functioning of the road network, or the lives of 
the residents. 


C. IRREVERSIBLE ENVIRONMENTAL CHANGES 


The soil cores (3' x 4'') removed for placement of Fence 
poles and replaced with sand create an irreversible environmental 
change; one that is somewhat comparable to the usual farm 
operation of digging post holes for fences. Similarly, the metal guy 
anchors will be left in the ground, but these will be tamped down to 
a depth of at least 18 inches below the surface of the ground and 
the holes will be backfilled with sand. Thus, a total of several 
hundred per mile of Fence length will have been punched and back- 
filled. Grasses and herbs are expected to grow back to normal within 
a few years. 

The large-scale irreversible environmental change may very well 
be in the ideas and attitudes of people. Running Fence is an idea, 
as well as a physical object. Because of this idea, different people 
may become more aware of the dairy farm environment of southern Sonoma 
County and northern Marin County, and more sensitive to its beauty 
and preservation (see Community Attitudes Section). As an idea or an 
event, Running Fence will remain in the memories of all of those involved 
with the idea, whether they are sympathetic to the project or not. 
Also, Running Fence (and with it the Sonoma/Marin landscape) will 
be well recorded in film and book form. 


D, GROWTH- INDUCING IMPACT 


; The event of the viewing of Running Fence, as well as all the 
information released on the project in the form of art reviews, 
lectures, and exhibitions, will have brought much attention (including 


*Where speeds are reduced as a result of heavier traffic, noise 
levels can drop. On the other hand, start-and-stop traffic, horn 
honking, etc. can raise noise levels. 


nationwide and worldwide) to the Sonoma/Marin dairy-farm landscape. 
The viewing phase of the Fence will also bring many visitors (up to 
30,000 on a peak day), some of whom may be attracted by the numerous 
FOR SALE signs in the area. The low-quality agricultural soil, lack 
of water and sewer service, high land price, high taxes for non- 
agricultural-preserve land, and restrictions on building in the 
coastal zone, will tend to discourage land sales beyond the normal 
rate of such transactions. Thus growth (other than at current rates) 
is not a likely outcome of the project. 


145 














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IV. ALTERNATIVES TO THE PROPOSED PROJECT 


According to the applicant, any alternative that would appreciably 
change the route locations of Running Fence (except to avoid geologi- 
cally and ecologically sensitive areas) would reduce its artistic 
value. The route was originally selected by Christo on the basis 
of its concept as a whole--with a beginning and an end--interacting 
with road system, terrain, ownerships, and objects on the land. The 
local road system would provide intermittent viewing by the public 
of the Fence running over rolling grassy hillsides of two watersheds 
in front of or behind objects on the land such as large rows or groups 
of trees, fences, farms, towns, etc. Nevertheless, alternatives to 
the originally proposed route have already been selected or accepted 
as detailed below: 


NO-PROJECT ALTERNATIVE 


This alternative implies that the Fence not be constructed in 
Sonoma/Marin Counties. All potential adverse environmental effects 
in the two counties would be removed. These include, in particular: 
(1) potential traffic congestion on peak viewing days; (2) potential 
impacts on ecological resources, particularly in the coastal zone. 


The applicant would suffer economic loss: much of the total 
expense to date. Economic gain to contracting landowners would be 
lessened (no supplies or materials); the same would be for county 
agencies (no gifts of construction equipment) . 


As much of the design, fabrication and testing have already 
been done, the Fence would probably be constructed elsewhere. Christo 
indicates that he has been invited to construct the Fence in Mexico, 
for example. Although the initial concept was conceived before 
selection of the site, the artist feels that a location other than 
Sonoma/Marin Counties (picked as most choice among several choices) 
would produce a less meaningful product. 


ALTERNATIVE ROUTE IN SAME LOCAL AREA 


In general, the major potential environmental impact, traffic 
congestion during viewing, is not likely to be reduced by minor 


147 


148 


adjustments in the Fence route location. That is, there is no 
reason to believe that any other Fence route, of the same length, 
in the same general area, will have lesser traffic impacts (unless 
an alternative Fence route would cause the Fence to be out of view 
from the local road network, which is not possible). In part, this 
route has already been chosen to minimize other types of impacts; 
for example, it bypasses known landslide areas, and stays away as 
much as possible from areas with steep slopes. 


Traffic congestion in what appears to be one critical section 
of the Fence route which can be seen from Highway 101 could be 
mitigated by removal of the Fence segments on Meacham Hill and in 
the Stony Point Road area. This would eliminate congestion and 
possible accidents due to slowing by viewing traffic from Highway 
101, and might reduce the casual traffic attracted to the route; 
that is, visitors unaware of the project until they see it from 
the freeway. 


Removal of internal segments of the Fence might reduce poten- 
tial congestion and accidents at unobstructed viewing points along 
the main Fence route trafficway. However, breaking up of the Fence 
into discontinuous segments would, according to the applicant, 
greatly reduce its artistic value, the effectuation of the artist's 
concept. 


Deletion of the coastal zone portion would remove the possi- 
bility of trespassers in the most geologically and ecologically 
sensitive areas of the Fence route, and resolve any question 
of ecological damage to the coastal bluff and the surf zone. 

The artist considers this section of the Fence very 

important to his concept, but he is aware of the possibility 
that the Fence could be built without the coastal section. That 
is, he was prepared to go ahead without it after the denial of a 
permit by the statewide Coastal Zone Commission, when he still 
had hopes of constructing the inland portion of the Fence in the 
summer of 1975. Also, the currently proposed coastal-zone 


section is different from the original Estero de San Antonio routing. 


In particular, it reaches the coast at a point at some distance (at 
least 3/4 of a mile) from both nearby Esteros. 


_ The applicant has accepted conditions which dictate last- 
minute adjustments of the route based on recommendations by a 
biologist who would accompany the construction parties. 


CHANGE IN LENGTH OF VIEWING PERIOD 


The viewing period could be shortened to include only one 
weekend, or perhaps no weekends, depending on the conclusions 





of the suggested Traffic Management Plan. If the full two-week 
viewing period were scheduled as part of the permit process, the 
viewing period would be shortened (after construction) if the 
commander of the local-area State Highway Patrol Office were to 
request it on the basis of weekday traffic experience. 


149 













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5 orl Tee Vee 1 a7 ee : 
j ; on : ' 
bane } it, ed ath Mh ‘ ar 
vw : 


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a ks we 
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YY “os 
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APPENDIX A 


REPORT PREPARERS 


This Environmental Impact Report was prepared by Environmental 
Science Associates (ESA), Paul Zigman, President. The project leader, 
Dr. Richard Cole, and the deputy project leader, Ms. Gerry Wolff, 
were assisted by ESA staff members: Mr. Charles B. Bennett, Ms. Irene 
J. Chan, Mr. Clyde R. Davis, Ms. Kathleen G. Gundry, Ms. Jo Julin, 

Mr. Thomas H. Lindenmeyer, Mr. Jon C. Merkle, Mr. William L. Selleck 
and Ms. Judith B. Whipple. Donald Goodrich and Archaeological Con- 
sulting and Research Services, Inc. (see Appendix lL.) served as 
consultants to ESA on traffic and archaeology, respectively. As 
consultants to the Sonoma County Pianning Department, Dr. Welton L. 
Lee, California Academy of Sciences, Dr. John R. Arnold, Professor of 
Biology, State College, Sonoma, and Dr. Charles Quibell, Associate 
Professor of Biology, California State College, Sonoma, provided the 
subsections on marine biology, terrestrial fauna, and terrestrial 
flora, respectively. Assessment of the integrity of the ocean portion 
of Running Fence was performed by Environmental Research Consultants, 
Inc.,Arcata, California (see Appendix M ), under contract 

to the Sonoma County Planning Department. 


15] 


APPENDIX B 
SOURCES OF INFORMATION (ORGANIZATIONS AND INDIVIDUALS) 


Information was received from the following organizations and 
individuals during the preparation of this report: 


Sonoma County 


Planning Department 


Mr. Thomas Cordill, Environmental Administrator 
Mr. Lloyd Johnson, Zoning Administrator 

Mr. Robert Pocan, Planner 

Public Works Department 

Mr. Walter Laab, Traffic Engineer 

Office of Building Inspector 

Ms. Anna Lee Wilcox, Clerk-Typist IV 


Agricultural Commission 


Mr. Harry McCracken, Commissioner 


Superintendent of Schools 


Mr. Dick Bacon, Assistant Superintendent 


Sheriff's Department 
Captain Charles Kishbaugh 


Running Fence Corporation 


Jeanne-Claude Javacheff, President 
Christo Javacheff, Assistant Secretary (and artist) 


152 


Running Fence Corporation--Current Accountants, Affiliates, 
Attorneys, and Contractors 


A & H Builders--Mr. Burr Heneman 

URS Research Company--Mr. H.G. (Marty) Abell, Jr. 

URS/The Ken R. White Company--Dr. Ernest C. Harris 

Paul Kayfetz, Attorney 

Howard, Prim, Rice, Nemerovski, Canady and Pollack-- 
Mr. Stephen Tennis 

Harry Auerbach, CPA--Mr. Harry Auerbach 

J.K. Lasser and Company, CPA--Mr. R.H. Krako 

Maysles Films, Inc.--Mr. Albert Maysles, President and 
Mr. David Maysles, Vice President 

Henry N. Abrams, Inc.--Mr. Henry N. Abrams, Chairman 

Bryan §& Murphy Associates, Inc.--Mr. Robert L. Floyd 


U.S. Fish §& Wildlife Service 


Mr. Daniel Anderson 


California State Highway Patrol 


Captain Eric Denton, Commander, Santa Rosa Area Office 
Lt. Robert Greer 


California State Department of Fish and Game 


Lt. Rich Eliott 


California State Division of Forestry 
Mr. Gerald Murphy, Sonoma Office 


Mr. Ron Matiali, Sonoma Office 


Marin County 


Planning Department 


Mr. Harvey E. Bragdon, Chief of Current Planning 
Mr. Ray Ahearn, Planner 
Ms. Kathleen Ohlson, Environmental Planner 


Sheriff's Department 


Captain Harvey Teague 153 


154 


City of Petaluma 


Mr. Don Martin, Appraiser, Assessor's Office 


OTHER ORGANIZATIONS 
Pt. Reyes Bird Observatory--Mr. John Smail 
Newport (R.I.) "Monumenta''--Mr. William A. Crimmins, President 
Kassel, West Germany ''Documenta''--Dr. Arnold Bode 


"Wrapped Coast’, Syndey, Australia--Mr. John Kaldor, Project 
Coordinator 


Rifle (Colorado) Chamber of Commerce 


Mr. George Musselman, President 
Mr. Allen R. Koeneke, Former President 


University of Colorado Museum--Professor William A. Weber, 
Curator 


SUPPLEMENTARY CONTACT LIST (Dr. Welton L. Lee) 


Several local biologists were consulted as to their personal 
knowledge of the area and the possibility of special biological 
Significance relative to commercial use, their ongoing research, or 
to educational use of the area. In addition, two oceanographers 
were consulted to establish the stability of the ocean portion of 
the Fence. 


1. Dr. Robert Andrews--Oceanographer, U.S. Navy Postgraduate School 

2. Dr. Edward Thornton--Oceanographer, U.S. Navy Postgraduate School 

5. Dr. Edward Smith--Marine Biologist, Pacific Marine Station 

4. Dr. Dennis Breedlove--Botanist, California Academy of Sciences 

5. Mr. Paul Kayfetz--Attorney to Running Fence Corporation 

6. Mr. Burr Heneman--A § H Builders, Project Coordinator for Running 
Fence Corporation 

7. Dr. Joel W. Hedgpeth--Marine Biologist 

8. California Fish and Game--Menlo Park 





SONOMA COUNTY PLANNING DEPARTMENT 


COUNTY ADMINISTRATION BUILDING = 2:5) 5) 5) VM EIN) DiOiE WINIOs TA EVN UE 
BAN Ane Ry © SVAN, (CVA) EINE ORIN GIA, 99) 5540) I = PHONES 7107: Si TSS 2A 2 


GEORGE KOVATCH, PLANNING DIRECTOR 


October 23, 1975 


Mr. Paul Zigman 

Environmental Science Associates 
1291 East Hillsdale Blvd, 

Foster City, California 94404 


Dear Paul: 


For purposes of completing the Draft Environmental Impact Report on the “Running 
Fence" project, the following information is provided, 


The undersigned has consulted with the other public agencies having jurisdiction 
over the project, with regard to the acceptance of Sonoma County as the lead 
agency in preparing the Environmental Impact Report, and to ascertain whether 

or not the existing record of communications, meetings, public hearings and 
other proceedings, involving past deliberations of those various agencies, 
represents the agencies' concerns in relation to the project. 


The following is a list of the individuals, and the various agencies with which 
they are connected, who have been contacted: 


1. County of Marin, San Rafael, California: 
Mr. Tom Severns, Environmental Administrator 
Mr. Joel Rubey, Environmental Hearing Officer 
Ms. Kathy Ohlson, Planning Department 


2. State Lands Division, State of California, Sacramento: 
Mr. Robert Hight, Chief Counsel, State Lands Commission 
Mr. William Northrup, State Lands Commission Staff 


3. North Central Coast Regional Commission, San Rafael, California: 
Mr. Mike Fischer, Executive Director 


4. U.S. Army Corps of Engineers, San Francisco, California: 
Mr. Tom Stone, Permit Division 
Mr. Tom Crews, Environmental Division. 


The response of all individuals is agreement that Sonoma County is acceptable as 
the lead agency and that the above-mentioned documents pertaining to proceedings 
of these agencies represent, in general, their concerns with regard to the project. 


All of these agencies will receive the Draft Environmental Impact Report for comments. 


Very truly yours, 


155 
GEORGE KOVATCH, Planning Director 







THOMAS E. 
Environmental\ Administrator 


156 


APPENDIX C 


REFERENCE LIST 


Air Weather Service, Undated, Uniform Summary of Surface Weather 
Observations San Francisco 1948-1965, National Climatic Center, 
Asheville, North Carolina. 


Armstrong, C.F., 1974, Landslides and Relative Slope Stablility, 
Sonoma County Planning Department, Santa Rosa. 


BAAPCD, 1974, Air Currents, June, pg. 3, San Francisco. 
BAAPCD, 1975, Air Currents, April, pg. 3, San Francisco. 


Blake, M.C.; J.T. Smith, C.M. Wentworth, and R.H. Wright, 1971, 
Preliminary Geologic Map of Western Sonoma County and Northernmost 
Marin County, California, U.S. Geological Survey, San Francisco. 


Bloomfield Ranch EIR, 1973, Sonoma County (Elgar Hill 
Environmental Planning and Architecture) 


Bolt, Beranek and Newman, 1971, Noise From Construction Equipment 
and Operations, Building Equipment, and Home Appliances, 
U.S. Environmental Protection Agency, San Francisco. 


California Department of Water Resources, 1971, wind in California, 
Resources Agency, Sacramento. 


California Division of Mines and Geology, 1949, Mines and Mineral 
Deposits of Sonoma County, California, County Map Series, California 
Division of Mines and Geology, San Francisco. 


California Division of Mines and Geology, 1972, Earthquake Intensities- 
Occurrences of Intensities VI-VIII in California from 1810-1969, 


Seismic Safety Information Packet 72-4, California Division of Mines 
and Geology, Sacramento. 


Federal Highway Administration, 1974, simplified Analysis Technique 
for Estimating Carbon Monoxide Concentrations Near Highway Facilities, 


Appendix B, FWA-EIS-73-01-F, Department of Transportation, 
San Francisco. 


Findley, Lams J 


97 "Christo and the Battle of Running Fence," 
ciey, July 14.19 


9, 
975. 
Foxakeb. yaad. eSims) JeAe Bartow, and: £.J. Heliley,, 1973), 

Preliminary Geologic Map of Eastern Sonoma County and Western 


Napa County, California, Miscellaneous Field Studies Map MF-483, 
U.S. Geological Survey, San Francisco. 


Jennings, C.W., 1973, State of California Preliminary Fault and 
Geologic Map, Preliminary Report 13, California Divisionof Mines 
and Geology, Sacramento. 


Leach, HER, J2M. Brode, ‘S.l. Nicoila, 1974, atrthe Crossroads), 
California Department of Fish and Game, Sacramento. 


Marin County Planning Department, Spake 1974, 
Marin County Statistical Abstract. 


Mason, Jack, 1975, "Tomales Bay Was a Bit of Switzerland in Marin," 
Marin Magazine, San Rafael Independent Journal, Saturday, July 26, 
LOST 


Miller, V.C., J.A. DeLapp, B.F. Smith, F.U. Graham,» R.W. Hansen, 
J.H. Kashiwagi, G. Lambert, L.R. Piontkowski, 1972, Soil Survey 

of Sonoma County, California, U.S. Soil Conservation Service, Santa 
Rosa. 


PEDCO -- Environmental Specialists, Incorporated, 1973, 

Investigation of Fugitive Dust -- Sources Emissions and Control, 
prepared for U.S. Environmental Protection Agency, NTIS, Springfield, 
Virginia. 


Powell, W. Robert, 1974, Inventory of Rare and Endangered Vascular 
Plants of California, California Native Plant Society Special 
Publication #1, Berkeley. 


Rice, S.J. and Strand, R.G., 1971, Report to Accompany Geologic and 
Slope Stability Maps of the Tennessee Valley, Lucas Valley, and 
North Coastal Areas, Marin County, California, California Division 
of Mines and Geology, San Francisco. 


Schultz, T.J., 1971, HUD Noise Assessment Guidelines -- Technical 
Background, PB 210591, NTIS, Springfield, Virginia. 


Smithsonian Institution, 1975, Endangered and Threatened Plant 
Species of the United States, U.S. Government Printing Office 
#94-A, Washington, D.C. 


Sonoma County Economic Development Board, 1974, Sonoma County 
Data File. 157 


158 


Sonoma County Planning Department, 1975, Sonoma County General Plan 
Bulletin-Summary Composite Alternatives. 


Travis, Russell B., 1949, Geologic and Economic Maps of the Sebastopol 
Quadrangle, California, (Bulletin 162), California Division of Mines 
and Geology, San Francisco. 


URS Research Co. files on Environmental Assessment of Christo's 
Running Fence. 


U.S. Department of Housing and Urban Development, 1971, Noise 
Abatement and Control: Departmental Policy, Implementation 
Responsibilities and Standards, Circular 1390.2, U.S. Department of 
Housing and Urban Development, Washington, D.C. 


U.S. Geological Survey, 1971, Precipitation Depth-Duration-Frequency 
Relations for the San Francisco Bay Region, California, San Francisco. 


U.S. Soil Conservation Service, 1967, Report and General Soil Map, 
Marin County, California, U.S. Soil Conservation Service, Point Reyes 
Station, California. 


U.S. Weather Bureau, Undated, Climatography of the United States 
No. 20-04: Santa Rosa, Redwood City. 


Webster, D.A., 1972 a, Map Showing Ranges in Probable Maximum Well 
Yield From Water-Bearing Rocks in the San Francisco Bay Region, 
Miscellaneous Field Studies Map MF-431, U.S. Geological Survey, 
San Francisco. 


Webster, D.A., 1972 b, Map Showing Areas in the San Francisco Bay 
Region Where Nitrate, Boron, and Dissolved Solids in Ground Water 
May Influence Local or Regional Development, Miscellaneous Field 
Studies Map MF-432, U.S. Geological Survey, San Francisco. 


Woodward-Clyde Consultants, 1975, Erosion Potential Reconnaissance, 
Christo Running Fence, Coastal Bluffs near Dillon Beach, Marin County, 
California, Coastal Zone Conservation Commission, San Francisco. 


Wyle Laboratories, 1971, Community Noise, U.S. Environmental 
Protection Agency, San Francisco. 


Zane, Maitland, 1975, ''Court OK's Petaluma's Growth Limit", 
San Francisco Chronicle, August 14, 1975. 


Christo, 1973, Christo Valley Curtain, Henry N. Abrams, Inc., 
Publishers, New York. 


1. 
Ze 
36 
4, 


5e 


6. 


Te 
8. 


9 


13. 
i4. 


SUPPLEMENTARY REFERENCE LIST 


(DONALD K. GOODRICH) 


Post Mile System for Accident Location Identification report pre- 
pared by the Department of Public Works, County of Sonoma, 


July 1973 e 


Letter to Mr. George Musselman, Manager, Independent Lumber Com- 
pany, Rifle, Colorado, from Ms. Gerry Wolff, ESA, July 24, 


1975+ 


Letter from Mr. Allen R. Koeneke, President, The First National 
Bank in Rifle, Rifle, Colorado, to Ms. Gerry Wolff, ESA, 
July 30, 1975 


Partial map - Revised Route of Christo's Running Fence in Marin 
County, by URS/The Ken R. White Co., July 5, 19756 


Partial map - Property Sketch for Running Fence Corporation, 
Christo's Running Fence Project, Sonoma County and Marin 


Counties, California, by Bryan & Murphy Associates, Ince, 
July 30, 1975-6 


Daily Schedule of Events, 1975 Sonoma County Fair, July 14-26, 
19756 


1974 Post Mile Book, Sonoma County, Department of Public Works. 


Sonoma County General Plan Bulletin, Transportation Study, Technical 
Report, Phase 1, Summary. 


Sonoma County, Transportation Study, Technical Report, Phase 1, 
prepared by JHK & Associates. 


Sonoma County, Transportation Study, Technical Report, Phase 2, 
prepared by JHK & Associates. 


Sonoma County General Plan Bulletin, Commuter Survey, prepared 
by Albert Solnit, General Plan Consultant, 1974. 


Sonoma County "Stay-A-Day" prepared under the auspices of the 
Sonoma County Board of Supervisors in cooperation with 
local Chambers of Commerce. 

Traffic Counts by Sonoma County Traffic Department, 1973-1975. 


Accident heer ts by Sonoma County Traffic Department, 1973 and 
1974. : 


159 


266 


160 


Goodrich References (Cont. ) { 


Letter to Mr. George Kovatch, Planning Director, Sonoma County 
Planning Department from Mr. Le Newman, Chief, Highway 
Operations, Caltrans, February 5, 1975. 


Letter to Mr. Robert Pocan, Sonoma County Planning Board, from 
Captain Eric Denton, Santa Rosa Area, California Highway 
Patrol, February 10, 1975. 


Staff report from Sonoma County Planning Department, January 23, 
1975. 


Letter to all commissioners, California Coastal Zone Conservation 
Commission, from Mr. Joseph E. Bodovitz, Executive Director, 
State Commission, re: Minutes of State Commission Meeting 
of June 17-18, 1975. 


Letter to Captain Charley Kishbaugh, Sheriff's Department, Sonoma 
County, from Mr. Burr Heneman, Project Coordinator, A & H 
Builders, Inc., April 4, 1975. 


Letter to Fire Chief Pedroli, Marin County, from Mr. T. L. Dougherty. 
) President, A & H Builders, Inc., March 26, 1975. 


Letter to Ranger-in-Charge Frank Crossfield, Califomia Division 
of Forestry, from Mr. Burr Heneman, Project Coordinator, 
A & H Builders, Inc., April 3, 1975. 


Letter to Mr. Donald Neuwirth, California Coastal Zone Conservation 
Commission, from Mr. H. E. Abell, Jr., AIP, Senior Planner, 
URS Research Company, May 21, 1975. 


Excerpts from report by URS Research Company on the Christo 
Running Fence, April 8, 1975. 


Staff report to the California Coastal Zone Conservation Commission 
meeting of April 17, 1975 


Telephone calls to the following: Sonoma County Fair Association; 
Christian Brothers Winery; Napa County Chamber of Commerce; 
Berringer Winery; Monterey Peninsula Chamber of Commerce; 
Angel's Camp, Calaveras District Fair; Renaissance Pleasure 
Faire; Mill Valley Fall Arts Festival Committee; Santa Rosa 
Chamber of Commerce; Sonoma-Marin Fair; and Sears Point 
International Raceway. 


North Coast Harbor Study prepared by JHK & Associates for the 
U.S. Army Corps of Engineers, 1973. 2 


7° 
8 


=. 


Goodrich References (Cont. ) 


Golden Gate Recreational Travel Study, Area 1 report, 19756 
Golden Gate Recreational Travel Study, Area 3 report, 1975. 


"A Policy on Design of. Urban Highway and Arterial Streets'', American 
Association of State Highway Officials. 


161 


162 


SUPPLEMENTARY REFERENCE LIST 
_ (DRS. JOHN R. ARNOLD AND CHARLES QUIBELL) 


Abrams, LeRoy, Illustrated Flora of the Pacific States. Stanford 
University Press, Stanford, Ca. Vol. 1, 1940; Vol. 2, 1944; 
Vol. 3, 1951, Vol. 4 with Roxana S. Ferris, 1960. 


Grinnelie Ja, J.s. Dixon, and J.J. Linsdale, 1937. Fur-=bearim, 
Mammals of California, Vols. 1 and 2, University of California 
Press (berkeley) Cae 


Hall, E.R. and K.R. Kelson, 1959. The Mammals of North America, 
2 vols. The Ronald Press, New York, New York. 


Howell, John T., Marin Flora, Manual of Flowering Plants and 
Ferns of Marin County. University of California Press, Berkeley, 
Ca. 2nd edition, with supplement, 1970. 


Ingles, Lloyd G., 1965. Mammals of the Pacific States, Stanford 
Press, Stanford, Ca. 


Munz, Philip A., 1959. A California Flora,* University of 
California Press, Berkeley, Ca. 


Powell, W.R. Inventory of Rare and Endangered Vascular Plants 
of California. Special Public. No. 1 of the California Native 


Plant Society, Berkeley, Ca. 1974. 


Stebbins, Robert C. 1966. A Field Guide to Western Reptiles and 
Amphibians. Houghton Mifflin Co. Boston, Mass. 


SUPPLEMENTARY REFERENCE LIST 
(DR. WELTON L. LEE) 


Bolin, R.L. and Abbott, D.P. 1963. Studies on the Marine Climate 


and Phytoplankton of the Central Coastal Area of California. 
1954-1960. Rept. Calif. Coop. Oceanic Fish Invest. 9: 23-45. 


*and Supplement (1968) 


Appendix JD. Rare and Endangered Native Plants of southwestern 
sonoma and adjacent Marin County: (Sources:CNPS 
Inventory (1974); Photocopies of labels of 
herbarium specimens from all major California 
herbaria; the collections of the North Coast 
Herbarium of California) 


The following taxa, taken from the CIPS lists, were carefully 
considered as to the likelihood of their occurrence within or 
near the easement and route of Running Fence. Only those 
marked with an asterisk (*) were found to be reasonable candi- 
dates. These decisions were based on field studies of the 
actual route, actual known collection sites, and a knowledge, 
both personal and from the literature, of the specific habitat 
requirements of each of the species. Evidence upon which the 
others were rejected is similarly extensive and was judged 

too much to include in this report. Interested persons wishing 
to review this may contact Dr. Charles Quibell at the North 
Coast Herbarium, Department of Biology, California State 
College, Sonoma. Establishing an appointment by telephone is 
strongly advised. Field records of the native and introduced 
species observed during the field studies on which this report 
are based including lists and actual specimens, are also on 
file at the North Coast Herbarium. Permission to peruse these 
materials may be obtained by contacting Dr- Quibell as indicated 


above. 


Acrostis aristiglumis Swall. (Avmed bent-grass) 
*. blasdalei Witche- var. marinensis Crampton (Marin bent-grass) 
*R. Clivicola Crampton var. punta-reyesensis Crampton (Pt. 

~ Reyes b-g-) 

*Alopecurus aequalis Sobol. var. sonomensis Rubtzoff (Sonoma 

alopecurus 

*Arabis blepharophylla H.&A. (Coast rock-cress) 
Arctostaphylos eee Eastw. (Baker's Manzanita) 

Rs eee M.S. Baker (Vine Hill Manzanita) 

A. virgata bastwe in Sarg. (Bolinas Manzanita) 

Astragalus clarinus Jeps. eae Hunt's Rattleweed) 
Blennosperma bakeri Heiser (Baker's blennosperma) 


B. nanum (Hook) Dlake var. robustum J.T. Howell (Pt. Reyes 
~ ‘Dlennosperma) 

Calamavrostis crassiglumis Thurb. (Thurber's reed—-grass) 
*Cam Sais Californica (Kell.) Heller (Swamp hare-bell) 
*Carex albida Bailey (White sedge) 


Castilleja leschkeana J.T. Howell (Pt. Reyes Indian Paintbrush) 
Ceanothus ¢loriosus J-T. Howell var. porrectus J.T. Howell 


Tt. Vision ceanothus) 


163 


164 


D. Concluded 


*Chorizanthe valida Wats. (Sonoma chorizanthe) 
Cordylanthus brunneus (Gees) Penn. ssp. capillaris 
cane Chuang eck. een 


Cordylanthus maritimus Nutt. ssp. palustris (Behr.) Chuang 
G CCKe 


Delphinium bakeri Ewan (Baker's delphinium) 
*D. aS Heller (Yellow larkspur) 

Drosera rotundifolia L. (Round-leaved sundew) 

Erysimum ftranciscanum Rossb. var. franciscanum (San Francisco 

sunt Lower 

Lasthenia burkei (Greene) Greene (Burke's baeria) 

Limnanthes vinculans Ornduff (Ornduff's meadow-—foam) 

Lupinus tidestromii Greene var. layneae (Iastw.) Munz. 

(Pt. Reyes Lupine) 

Polygonum marinense Mertens & Raven (Marin knotweed) 
*Potentilla hickmanii Eastw. (Hickman cinquefoil) 
*Rhynchospora californica Gale (California beaked-rush) 

Tanacetum camphoratum Less. (Dune tansy) 


Appendix E 
AMPHIBIANS FOUND Iii SONOMA COUNTY* 


_ Observed in Likely to be 
Vicinity of Easement Found in or near 


Name Sepiie 1975 Easement 
Siac Salamander 
Ambystoma tigrinum 
Pacific Giant Salamander 
(Dicamptodon ensatus) 
Rough-skinned Newt 
(Taricha granulosa) 
California Newt x 
(Taricha torosa) 
Red-bellied Newt 
(Taricha rivularis) 
Ensatina 6 
(Ensatina eschscholtzi) 
California Slender Salamander Bd 
(Batrachoseps attenuatus) 
Black Salamander KG 


(Aneides flavipunctatus) 
ae Salamander 

Aneides lugubris) 
Western Toa 

(Bufo boreas) 


Pacific Treefrog x 
(Hyla regilla) 
Red—- aro Frog 


(Rana aurora) 


MSN OS 


eee ee Frog X 
Rana boylei 
Bullfrog x 


(Rana catesbeiana) 


*Specimens of each species have been taken in Sonoma County ; 
most are represented in the collection at California State 
College, Sonoma. 


165 


Appendix F 
REPTILES FOUND IN SONOMA COUNTY * 


Observed in Likely to be 
Vicinity of Easement Found in or near 


Name Sept. 1975 Easement 


hie ace Pond Turtle 

Cle s marmorata) 

Western Fence Lizard A 
(Sceloporus occidentalis) , 

Sagebrush Lizard 


(Sceloporus graciosus) 
Western okKink 


(Eumeces skiltonianus) 

Southern Alligator Lizard 
(Gerrhonotus multicarinatus) 

Northern Alligator bizard Xx 
(Gerrhonotus coeruleus) 

Rubber Boa 
(Charina bottae) 

Pacific ring—-neck Snake X 
(Diadophis punctatus) 

Sharp-tailed Snake 
(Contia tenuis) 

Racer 
(Coluber oonstrictor) 

Gopher snake Xx 
(Pituophis melanoleucus) 

Common Kingsnake x 


(Lampropeltis getulus) 

Common Garter Snake x 
(Thamnophis sirtalis) 

Been Terrestrial Garter Snake x x 
Thamnophis a 


ans) 
Western Aquatic Garter Snake Ke 
(Thamnophis couchi) 
Western eee 


(Crotalus viridis) 


¥Specimens of each species have been taken in Sonoma County, most 
species are represented in the collection at California State 
College, Sonoma. 


166 


Appendix G 
BIRDS RECORDED IN SONOMA COUNTY 


Likely to 
! Observed in Occur in this 
Vicinity of Easement Vicinity between 
Name Sept. 1975 April and August 
Common Loon X x 
Yellow-billed Loon 
Arctic Loon x 
Red—throated Loon X 
Red-necked Grebe 
Horned Grebe 
Eared Grebe x 
Western Grebe x X 
Pied—billed Grebe X 
Wandering Albatross 
Black-footed Albatross 
Fulmar 
Pink-footed Shearwater 
Flesh-footed Shearwater 
New Zealand Shearwater 
Sooty Shearwater 
Ashy Petrel 
Black Petrel 
White Pelican 
Brown Pelican xX x 
Double-crested Cormorant 
Brandt's Cormorant xX X 
Pelagic Cormorant X X 
Magnificent Frigatebird 
Great Blue Heron x X 
Green Heron 
Little Blue Heron 
Cattle Egret 
Great Egret aK X 
Snowy Egret x 
Black-crowned Night Heron x X 
American Bittern 
Whistling Swan 
Trumpeter Swan 
Canada Goose 
Black Brant 
White-fronted Goose 
Snow Goose 
Mallard X x 
Gadwall 
Pintail xX 


Green-winged Teal 
Blue-winged Teal 


167 


G. Continued 


Name 


Cinnamon Teal 
American Widgeon 
Northern Shoveler 
Wood Duck 

Redhead 

Ring-necked Duck 
Canvasback 

Greater Scaup 
Lesser Scaup 

Common Goldeneye 
Bufflehead 

Oldsquaw 

Harlequin Duck 
White-winged Scoter 
Surf Scoter 

Black Scoter 

Ruddy Duck 

Hooded Merganser 
Common Merganser 
Red-breasted Merganser 
Turkey Vulture 
White-tailed Kite 
Sharp-shinned Hawk 
Cooper's Hawk 
Red-tailed Hawk 
Red-shouldered Hawk 
Rough-legged Hawk 
Ferruginous Hawk 
Golden Eagle 

Bald Eagle 

Marsh Hawk 

Osprey 

Prairie Falcon 
Peregrine Falcon 
Merlin 

American Kestrel 
California Quail 
Mountain Quail 
Ring-necked Pheasant 
Clapper Rail 
Virginia Rail 

sora 

Common Gallinule 
American Coot 

Black Oystercatcher 
Semi-palmated Plover 
Killdeer 


168 


Observed in Vicinity 
of Easement 


sept. 1975 


Ped Pd ops Ps 


rs 


Ps Ps 


Likely to Occur 
in this Vicinity 
between April 
and August 


rs PS PS 


ms PIP Pa PS Ps PS 


PSPS PSPS PS 


res 


G. Continued 
Likely to Occur 


Observed in Vicinity in this Vicinity 

9 of Easement between April 
Name Sept. 1975 and August 

American Golden Plover 

Black—bellied Plover 

Surfbird 

Ruddy Turnstone 

Black Turnstone . 

Common Snipe x a 


Long-billed Curlew 

Spotted Sandpiper 

Whimbrel Xx X 
Solitary Sandpiper 
Wandering Tattler 
Willet 

Greater Yellowlegs 
Lesser Yellowlegs 

Red Knot 

Rock Sandpiper 
Sharp-tailed Sandpiper 
Pectoral Sandpiper 
Baird's Sandpiper 
Least Sandpiper x 
Dunlin 

Short—billed Dowitcher 
Wester Sandpiper 
Marbled Godwit 

Ruff 

Sanderling 

American Avocet 
Black=-necked Stilt 

Red Phalarope 

Wilson's Phalarope 

Northern Phalarope x xX 
Pomarine Jaeger 

Parasitic Jaeger 

Skua 

Glaucous Gull 

Glaucous-winged Gull 

Western Gull x xX 
Herring Gull 

Thayer's Gull 


PS PS PS 
Ps PS 


Ps PS 
rs PS 


California Gull x xe 
Ring-billed Gull x axe 
Mew Gull 


Bonaparte's Gull 

Heermann's Gull 

Black-legged Kittiwake 

Sabine's Gull 

Forster's Tern xX aK 
Common Tern 

Elegant Tern 


Caspian Tern 
169 


G. Continued 


Name 


Black Tern 

Common Murre 

Pigeon Guillemot 
Marbled Murrelet 
Ancient Murrelet 
Cassin's Auklet 
Rhinoceros Auklet 
Tufted Puffin 
Band-tailed Pigeon 
Rock Dove 

Mourning Dove 
Roadrunner 

Barn Owl 

Screech Owl 

Great Horned Owl 
Snowy Owl 

Pygmy Owl 

Burrowing Owl 
Spotted Owl 
Long-eared Owl 
Short—eared Owl 
Saw-whet Owl 
Poorwill 

Common Nighthawk 
Vaux's Swift 
White-throated Swift 
Anna's Hummingbird 
Rufous Hummingbird 
Allen's Hummingbird 
Calliope Hummingbird 
Belted Kingfisher 
Common Flicker 
Pileated Woodpecker 
Acorn Woodpecker 
Lewis' Woodpecker 
Yellow-—bellied Sapsucker 
Hairy Woodpecker 
Downy Woodpecker 
Nuttall's Woodpecker 
Eastern Kingbird 
Tropical Kingbird 
Western Kingbird 
Ash-throated Flycatcher 
Black Phoebe 

Say's Phoebe 

Willow Flycatcher 
Western Flycatcher 


170 


Observed in Vicinity 
of Easement 


Sept. 1975 


PS PS 


Likely to Occur 
in this Vicinity 
between April 
and August 


bM oby bbs 


Ps PS 


Ps PS PS 


G. Continued 


Name 


Western Wood Pewee 
Olive-sided Flycatcher 
Horned Lark 
Violet-green Swallow 
Tree Swallow 

Bank Swallow 
Rough-winged Swallow 
Barn Swallow 

Cliff Swallow 

Purple Martin 
Steller's Jay 

serub Jay 
Yellow-billed Magpie 
Common Raven 

Common Crow 


Chestnut—backed Chickadee 


Plain Titmouse 
Bushtit 


White—breasted Nuthatch 


Red—breasted Nuthatch 
Pygmy Nuthatch 

Brown Creeper 

Wrentit 

Dipper 

House Wren 

Winter Wren 

Bewick's Wren 
Long@billed Marsh Wren 
Canyon Wren 

Rock Wren 

Mockingbird 

Gray Catbird 
California Thrasher 
American Robin 

Varied Thrush 

Hermit Thrush 
Swainson Thrush 
Western Bluebird 
Mountain Bluebird 
Townsend's Solitaire 
Blue-gray Gnatcatcher 
Golden-crowned Kinglet 
Ruby-crowned Kinglet 
Water Pipit 

Bohemian Waxwing 
Cedar Waxwing 
Phainopepla 


Observed in Vicinity 
of Easement 


Sept. 1975 


Ww 
4 


Ps PS 


Xx 


Likely to Occur 
in this Vicinity 


between April 


and August 


PS Ps PS 


PSS PS 


PS PS PS PS PS PS 


Xx 


Ps Ps 


PS PS PS PS 


171 


G. Continued 


Name 


Northern Shrike 
Loggerhead Shrike 
Common Starling 
Hutton's Vireo 
Solitary Vireo 
Warbling Vireo 
Black-and-white Warbler 
Tennessee Warbler 
Orange-crowned Warbler 
Nashville Warbler 
Parula Warbler 

Yellow Warbler 
Yellow-rumped Warbler 


Black-throated Gray Warbler 


Townsend's Warbler 
Hermit Warbler 
Chestnut-sided Warbler 
Blackpoll Warbler 
Palm Warbler 
MacGillivray's Warbler 
Yellowthroat 
Yellow—breasted Chat 
Wilson's Warbler 
American Redstart 
House Sparrow 

Western Meadowlark 
Yellow—headed Blackbird 
Red-winged Blackbird 
Tri-colored Blackbird 
Hooded Oriole 
Northern Oriole 
Brewer's Blackbird 
Brown—headed Cowbird 
Western Tanager 
Summer Tanager 

Summer Tanager 
Black—headed Grosbeak 
Lazuli Bunting 
Painted Bunting 
Evening Grosbeak 
Purple Finch 

House Finch 

Pine Siskin 

American Goldfinch 
Lesser Goldfinch 
Lawrence's Goldfinch 
Red Crossbill 


172 


Observed in Vicinity 
of Easement 


Sept. 1975 


xX 
Xx 


Ps PS 


Psa Ps 


Ps PS 


Likely to Occur 
in this Vicinity 
between April 


and August 


PSPS PS PS 


PS 


PS PSPS PS 


Ps PS 


PS PS PS PS 


G. Concluded 
Likely to Occur 


Observed in Vicinity in this Vicinity 
of Easement between April 

Green-tailed Towhee 
Rufous-sided Towhee xX X 
Brown Towhee X x 
Savannah Sparrow x X 
Vesper Sparrow 

Xx x 


Lark Sparrow 
Rufous-—crowned Sparrow 
Sage Sparrow 

Dark-eyed Junco X 
Chipping Sparrow 

Brewer Sparrow 

Black-chinned Sparrow 

White-crowned Sparrow xX X 
Golden-crowned Sparrow 
White-—throated Sparrow 
Fox Sparrow 

Lincoln's Sparrow 
Swamp Sparrow 

Song Sparrow 


173 


174 


Appendix H 
MAMMALS OF SONOMA COUNTY* 


Likely to be 


Name Animals, tracks or sign in or near 
Broad-footed Mole Sept. 1975** Easement 
(Scapanus latimanus) a x 
Shrew—mole Xx 
(Neurotrichus gibbsii) 
ye Shrew xX 
Sorex vagrans 
Ornate Shrew 


(Sorex ornatus) 
Trowbridge's Shrew 

(Sorex trowbridgii) x 
Bats 
Little Brown Myotis 

(Myotis lucifugus) 
Yuma otis 

(Myotis anemsis) 
eee ily O . 

Myotis evotis 
Fringed Myotis 

(M. thysanodes) 
Long-legge otis 

(M. volans) 
California Myotis 

(M. californicus) 
Silver-haired Ba 


(Lasionycteris noctivagans) 
Big Brown Ba 

(Eptesicus fuscus) 
Red bat 


(Lasiurus borealis) 

Hoary Bat X 
(Lasiurus cinereus) 

Townsend's Big-eared Bat 


Xx 
(Corynorhinus townsendii) 
peta Bat x 
Antrozous pallidus) 
Brazilian (formerly Mexican) 
Free-tailed Bat 


(Tadarida brasiliensis mexicana) 
Brush habbit — xX x 


(Sylvilagus bachmani) 


*Actual specimens from Sonoma County, as represented in the 
collection at Califormia State College, Sonoma, plus a study 
of the literature and other collections have been used to 
compile this list. 

**Since most mammals are nocturnal, a complete list would result 
only after considerable trapping and/or netting. 


MAMMALS OF SONOMA COUNTY (CONT'D) 
Likely to be 


Animals, tracks or si in or neer 
“ane Sept OSes ae Easement 


Black-tailed Jack Rabbit Ne xX 
(Lepus californicus) 

Townsend's 1pmun 
(Eutamias townsendii) 

Sonoma Chip 
(E. Sonomae) 

California Ground Squirrel X 


(Spermophilus beecheyi) 
he ern Gray aoe 
Sciurus griseus 
oe Squirre 
Tamiasciurus douglasii) 
Pocket Gopher, Variously called 
Botta (Thomomys BELtaS) or X X 
Southern Pocket Gopher 


(Thomomys umbrinus minor) 
Heermann's Kangaroo Rat 


(Dipodomys heermanni ) 
Western vest Mouse 

(Reithrodontomys megalotis) X 
Salt-marsh Harvest Mouse 

(R. raviventris) 
Deer Ifouse 


(Peromyscus maniculatus) X 
Brush oe 


(P. boylii) 
Pinon Mouse (P. truei) 
Dusky-footed Woodrat 


(Nectoma fuscipes) 
Western eocapactea Mouse 

(Clethrionomys occidentalis) 
Re ree Mouse 

(Phenacomys longicaudus) 
California Vole 


(Microtus californicus) x xX 
(Meadow Mouse 
Muskrat (Ondatra zibethicus) 
Norway Ra 
(Rattus norvegicus) ¥,4 
House Mouse 
(Mus musculus) 
Pacific Jumping Mouse 
(Zapus trinotus) 
(Z. t. orarious) 
--Whales and Dolphins are not included in this listing 


175 


MMALS OF SONOMA COUNTY (CONT*D 
se r Likely to be 


‘Animals, tracks or sign in or near 


Name = Sept 197ose . Easement 
Coyote See note l. 
(Canis latrans) 
Gray Fox Xx 


ee cineroargenteus) 


Blac ear 
(Ursus americanus) 


Ringtail 

(Bassariscus astutus) 
Raccoon 

(Procyon lotor) 
Ermine 


(Mustela erminea streatori) 
Long-tailed Weasel 

(Mustela frenata) 
Mink 


(Mustela vison) 
Badger 

(Taxidea taxus) He 
Western spotted Skunk 


(Spilogale eee 
Stripe 
(Mephitis mephitis) 


River Otter 
(Lutra canadensis) 


Mountain bion See note 2. 
(Felis concolor) 

Bobca 
(Lynx rufus) xX 


Northern Sea Lion 


(Bumeto ias jubata) x3 
Steller) 
California Sea Lion x3 
(Zalophus californicus) 
Harbor Seal : 3 
(Phoca vitulina) x 
Black-tailed Deer 
(Mule Deer) (Dama hemionus) 
(Odoccileus hemionus) K x 


UENCE 2 Pe hs ee 
1. One rancher reported that coyotes had been very common 
many years ago, but that they were not present now. Some 
very large scat was found by us but not identified as coyote. 
2. The same rancher reported a mountain lion several years ago. 
3- Possibly at seaward end--Bodega Bay. 


APPENDIX J 


VISITOR-ATTRACTING FEATURES OF THE RUNNING FENCE and THEIR LOCATIONS. 
POTENTIAL TRAFFIC CONGESTION POINTS. 


As noted in the Text (Visual/Aesthetic Impacts), the indirect 
visual impacts of the Running Fence as an "'attractive'' object are 
probably more important then the direct impacts. This Appendix 
presents a description of the Fence route and its "attractive" 
elements, in some detail, with an assessment of their implications. 


Quantitative aspects of traffic impacts are treated in the text 
(Section II. A. 8--Traffic/Circulation/Parking) and in Appendix kK. 


The Running Fence project will have three stages: 
e Construction 

e Viewing (during two weeks in September 1976*) 
6 Removal 


The construction and removal stages will not cause sizable 
adverse impact from visitors, since the placing of poles and cables 
by men and equipment (especially from a distance) ought not to be 
much more attractive to viewers than the digging of wells, the 
building of water supply ponds, or the loading of hay--usual activities 
on Sonoma County farm and dairy land. 


However, the visitor impact will, most decidedly, be during the 
viewing stage--a maximum of two weeks in September 1976. 


During the viewing stage, visitors from the San Francisco Bay 
Area and beyond are expected. As many as 30,000 people, or 10,000 
cars (three persons per car) could be expected on the peak 
weekend day (fewer on weekdays).* Because there are no specified 
stopping or parking areas provided for the viewers, the Fence will 
be seen mainly from autos moving along the country roads that are 
closest to the Fence--and from Highway 101. Therefore, congestion 
(stopping and starting) and traffic backup can be expected, at 
least during peak viewing periods (see Traffic/Circulation/Parking 
Section and Appendix K). 


*See Traffic/Circulation/Parking section in text, and 
Appendix kK. 


177 


178 


As the Running Fence "runs" in an east-west direction, visitors 
can view it while driving west, and again while returning east, or 
vice versa (a round trip of about 45 miles). The route from the east 
would be via the following roads (see Figures J-1, J-2, and 6*), 


e Highway 101 

© Old Redwood Highway 

e Railroad Avenue 

e Stony Point Road 

e Meacham Road 

e Pepper Road 

@ Walker Road 

e Petaluma/Valley Ford Road 

® Highway 1 

8 Franklin School Road 

e Marsh Road 

The relationships among view of the Fence, existence (or lack) 
of place to stop cars (along public right of way), and potential 
traffic hazard have been studied in the following detail* (see 
Figure J-3 for graphic summary): 

I. East to West. 

The main visual introduction to the east end of the Running 
Fence route is via the "north-south'' auto movement on Highway 101. 
Travelers in both directions on Highway 101 have their first views 
of the Fence from some distance, so panic stops would be likely only 
if preceding drivers slow down considerably to view the Fence. 


"Northbound" viewers, at first glimpse of the Fence on Meacham Hill 
or with prior knowledge of the Fence route, may exit: 


*Figure 6 appears in Traffic/Circulation/Parking in text, and in 
Appendix K. 

+Notated during normal traffic on summer weekend days, July 26, 
1975 and August 3, 1975. Abnormal traffic will change movement of 
traffic and may make any stopping hazardous. 


Jenner 


rl . (ip ® Goes 
) 
: (12) 
oN Sebastopol 
2) 
\ e 
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5 MILES 


FIGURE J-1 U.S. AND STATE ROUTES, AND 


179 COASTAL RECREATION AREAS 


Tien 








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FIGURE J-2 meee@e= Running Fence 
Road Type < ° 


1 Four-lane freeway 







Two-lane roads with centerline 
stripe and shoulder delineated 
by edge stripe 





oR 
nN 


SS S ) 
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i 


eg == 7 AN 
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Two-Tane roads with centerline 
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TENTATIVE LOCATIONS 7 W Ne 
SUBJECT TO LAND OWNER ~“ 7@ WH 
AND/OR COUNTY APPROVAL ‘ \ Yi 





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182 


0 
eel 
REFER TO FIGURE 3 


CIRCULATION 
CHARACTERISTICS 


FIGURE J-2 


2000° 
FOR BASIC LEGEND 


183 


i 


er 
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Ze 


SP 
BN / 


Hi “ 
: os 
uy 


fl 
eT 
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Gate Type 


Type con't. 


Pre-existing interior gate 
Existing interior gate donated 
by Running Fence Corporation 


= 
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centerline str 
One-lane road 


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FIGURE J-3 


fe ROSE SHH 


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ee QS 
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186 





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Be Jiewpoint 
*& Point of hazard 


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REFER TO FIGURE 3 
FOR BASIC LEGEND 


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FIGURE J-3 FENCE VIEWS AND 
TRAFFIC HAZARDS 


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e Onto Old Redwood Highway southbound, then to Stony Point 
Road northwestbound, parallel to the freeway and to the Fence; 


@ Onto Railroad Avenue (where Fence breaks at freeway), 
which runs under freeway bridge and connects with Stony Point Road; 


e Onto West Sierra Avenue, which also connects with Stony 
Point Road (Southbound) for return to Fence route.* 


For traffic moving "south" on 101, the only turnoff after view- 
ing the Running Fence is at Old Redwood Highway (southbound) and then 
onto Stony Point Road heading northwest. Southbound Highway 101 
viewers with prior knowledge of the Fence route may also exit at 
Gravenstein Highway, for connection with Stony Point Road. South- 
moving traffic on 101 has access to a truck stop providing a good 
view of the Fence, while presenting a real hazard to traffic due to 
congestion. ** 


The Fence is not visible from Old Redwood Highway, east of the 
freeway, except by concentrated exploring along short roads leading 
from Old Redwood Highway. There is a route from Old Redwood Highway 
to Stony Point Road via Railroad Avenue, crossing under Highway 101. 


Along Stony Point Road, there is ample shoulder area for autos 
to stop for viewing and for photographing the Fence (a probable 
desire of numerous viewers) .* 


North of Denman Road, Stony Point Road has a wide shoulder 
that would provide space for up to about 20 cars, for viewing the 
Fence on Meacham Hill. 


Pepper Road at Stony Point Road provides a return to Highway 101 
for southbound traffic only. North of this point, there is no 
stopping till Jewett Road (which is out of view of the Fence).. Further 
north, at the PG & E Cotati Substation, there is room for up to about 
10 cars, with view of the Fence from both sides of Stony Point Road. 
The Fence route crosses the road (the Fence breaks) near this point 
at a low point on the route. 


From Stony Point Road, Fence viewers will turn south onto Meacham 
Road and run roughly parallel to the Fence until the Fence route 


*Also Gravenstein Highway interchange further north, connecting 
with Stony Point Road. 

**Recommended to be closed during Fence viewing stage(especially 
during weekend) --Captain Eric Denton, Commander California Highway 
Patrol, Santa Rosa area, Telephone Communication, August 20, 1975. 

*Statements in this EIR about space along shoulders merely 
indicate that there is a physical capability for stopping. It is 
not certain that this will be permitted. In general, such stopping 
is permitted when there is enough shoulder width for the auto to be 
entirely clear of the roadway. However, motorists must move on when’ 189 
so directed by traffic controllers (Lt. Robert Greer, Santa Rosa 
Area Office, California Highway Patrol, Telephone Communication, 
October 175-1975: 


crosses Meacham Road, just north of Pepper Road, near Stemple Creek 
(a low point in the route). Near Stony Point Road, Meacham Road 
has shoulders to accommodate up to about 10 cars where there is a 
good view. 


There are additional shoulders on both sides of Meacham, till the 
entrance to the dump.* At the top of the rise at the driveway of 

388 Meacham, there is a Clear view of the Fence, but no place to stop 
cars on the right of way. This presents a conflict with the drive- 
way entrance and with road traffic. Further on, Hammel Road (not 

a through road) offers a stopping place to see the Fence, but turning 
around on Hammel presents a traffic-jam potential. 


At the intersection of Pepper Road and Walker Road, up to about 
25 cars can-be accommodated along the shoulder, for stopping, viewing, 
and photographing. Various single-car spaces are available at the 
edge of the road and at stream culverts, allowing for emergency and 
viewing stops. 


At the intersection of Walker Road and Petaluma/Valley Ford 
Road, about 5 cars can be accommodated to view the Fence at a distance, 
for a length of 1/4 to 1/2 mile. About 1/4 mile beyond this inter- 
section, there is another pull-out for about 5 cars, with a clear view 
straight ahead to the Fence. The view at the Petaluma/Valley Ford 
Road break in the Fence is unobstructed, and a potential distraction to 
motorists. 


The view south from Roblar Road, which accommodates about 3 cars, 
is also unobstructed. Once again, turning around presents a traffic 
hazard. The community of Bloomfield and Bloomfield Road view the 
Fence directly to the south, but there is very little space to stop 
a car for viewing or photographing. Within Bloomfield but out of 
Sight of the Fence there is a vacant lot suitable for parking 
(50' x 100' +) at Sutton and Bloomfield; however, its use is deter- 
mined, of course, by its owner. 


The Fence runs parallel to, and on the north side of, Petaluma/ 
Valley Ford Road, on private property, just beyond Carroll Road** 
(not a through road, where traffic would interfere with residents' 
activities and should be discouraged). About 20 cars can be tempo- 
rarily accommodated on the northern shoulder of Petaluma/Valley Ford 
Road for viewing and photographing--the only opportunity to see the 
Fence at Close range from a public right of way (unless Estero Road 
in Marin County is permitted to be part of the Fence route and public 
access is allowed). At this point, assistance may be needed to aid 
traffic flow and to discourage trespassing. * 


The Fence can be viewed straight-on by viewers facing north on 
Highway 1.**Just before one reaches the relatively flat valley of the 


*Dump traffic is from 7 AM to 4 PM, including Saturdays and 


Sundays . 
**Also known as Cooper-Kirkland Road. 
190 ‘According to the applicant's plans, monitors will be stationed 


at such points to discourage trespassing and off-duty Sheriff's 
deputies will assist in traffic movement. 

**This would actually be the first view for those approaching 
from the south on Highway 1 and then taking the West-to-east route. 


Petaluma/Valley Ford Road, there is a hill on Highway 1 to the south 
from which about five miles of Fence can be seen; about 50 cars can 
be temporarily accommodated at this point. The Fence follows the 
ridges to the north behind eucalyptus trees, then descends upon the 
town of Valley Ford where the Fence route crosses (breaks at) 
Petaluma/Valley Ford Road in the midst of commercial and social 
activities, yet staying only on private property. It is near here 
that private parking and portable toilet facilities and litter con- 
tainers* could be most needed and most easily reached by the public-- 
where commercial services are available. Valley Ford presently can 
absorb some parking (in private commercial parking spaces), but 
beyond about 20-30 cars, traffic would be obstructed. 


The Fence crosses into Marin County at Americano Creek, just 
southeast of Valley Ford, and can be viewed by southbound viewers 
along Franklin School Road, at which the Fence breaks on its way to 
the coast and into the shallow waters of the Pacific Ocean. The 
coastal portion of the Fence route is on private property, generally 
remote from public roads and access, and therefore, not viewable by 
auto** or by casual hiker except from long distances (Bodega Harbor 
or Tomales Bluff) or from private property (Dillon Beach). However, 
the Fence's entry into the ocean will be viewable from airplanes 
(probably from local airports) and from boats (from Bodega Harbor 
and Tomales Bay). 


2. West to East. 


For the traveler approaching from the west toward Valley Ford, 
the Fence can first be seen from the Valley Ford Cutoff; there is no 
stopping until the space at the vegetable stand on the old right-of-way, 
where there is, however, no view of the Fence. 


Off Franklin School Road is Estero Road, a two-mile, one-way - 
traffic, partially paved (Marin) County-maintained road that leads 
to private property and offers views of much of the Fence (as pro- 
posed) from a long distance, looking east at and beyond Valley Ford. 
However, it presents traffic, fire, and trespassing hazards. An 
alternative Fence route, proposed by the applicant. is to use 
the public right-of-way of Estero Road to connect with the 
currently proposed route on the private properties of Pellascio and 
Compadres de San Antonio at the coast. Although Estero Road serves 
only a few ownerships, so that normal traffic is limited, the proximity 
of the 18' nylon and metal Fence adjacent to interesting, abandoned, 


*Litter should be collected during the viewing phase for health 
and aesthetic reasons. 

**Estero Road iscounty-maintained for a portion of its length; it 
affords some views of the Fence on its originally proposed (GAVER property) 
alignment. However, the road supports only one-way traffic. Its use by 9] 
viewers would probably be discouraged. On the alternate Fence alignment 
along Estero Road, viewer control would probably be even more important. 


192 


and dilapidated farm buildings (although potentially attractive to 
photographers) would increase traffic, fire, and trespassing hazards. 
Therefore, Estero Road should be closed to general traffic or its use 
should at least be discouraged in any event, but especially if the 
Fence route is realigned to the Estero Road right of way. 


At Marsh Road, the Fence route crosses the road, creating an 
attraction where only a few cars can be accommodated. Therefore, 
a potential traffic hazard exists unless traffic is kept moving. 
Traffic should be kept moving on Franklin School Road, Middle Road 
(Slaughter House Road), and various other roads, as well as Marsh 
Road. On Middle Road, there is a small shoulder/pull-off with an 
unobstructed view to the Fence on a ridge to the north. 


On Petaluma/Valley Ford Road near Carroll Road, where the Fence 
runs parallel and close to the east-west road, there is no parking or 
stopping space on the right (south) side except for one car space 
over a culvert. Traffic movement may need aid here.* 


The Running Fence route crosses Petaluma/Valley Ford Road at 
the joining of Gericke (Jones) Road, near Americano Creek, a low point. 


West of Bloomfield, going east, is an unobstructed view of the 
Fence, at a limited space for car stopping, which makes this area 
potentially dangerous. Along the St. Anthony Farms property, there 
is also space forup to 10 cars along the right of way; these can take 
advantage of the view encountered there. There is also space for up 
to 4 cars further east. The shoulder is continuous (providing for 
more cars) past Roblar Road, where it ends as the view also ends 
(before bridge culvert) near the Raven property. 


The Fence route crosses Carmody (Smith) Road about 300 yards 
south of Petaluma/Valley Ford Road and continues behind farm struc- 
tures. 


In front of the Del Curto property is a large, apparently safe 
pull-out about 300' long, where the Fence view is fairly clear. Further 
east, the Fence crosses Petaluma/Valley Ford Road from the McGaughey 
property onto the Richter property. The Fence view is unobstructed. 

In addition, the shoulder of this road, separated from the main road- 
way by a white line, can accommodate cars for 1/8-1/4 mile. Motorists 
will lose sight of the Fence as it goes behind the Iverson property 
hills and trees, and then onto the Scott property where there is a 
clear view of the Fence at a distance from the road; the same shoulder 
is available for stopping cars. 





*By off-duty Sheriff's deputies (use of off-duty Sheriff's deputies 
or monitors will vary with time: day or night, weekend or weekday). 


The road system turns away from the Fence route on Walker Road. 
Near the intersection of the latter with Petaluma/Valley Ford Road, 
there is a clear view to the distant Fence, but it is an unsafe 
place to stop. Just before Petaluma/Valley Ford Road narrows a bit 
further on, there is a place for several cars (up to 5) to stop, 
just before reaching the line of eucalyptus trees* which parallel 
Walker Road. At the rise and the turn to left onto Walker Road, 
there is a view and a place for one car, after which traffic should 
keep moving. 


At the entrance to the Tresch property on Walker Road is 
a clear view to the Fence at a distance of about 3/4 mile for a span 
of about one mile, and the road shoulder can accommodate about 10 cars. 
Just beyond is a culvert providing space for one car on each side of 
the road for a view of the Fence, partially blocked by willow trees 
in the stream. 


The driveway of the Button property, opposite the Valena drive- 
way and adjacent to the Tresch property, is a stop for one car with a 
clear Fence view, but in conflict with the driveway, and therefore, 
with the use of private property. Beyond this point (further east) 
there is no place to stop for some distance. At the top of the knoll, 
there is a panoramic view of the Fence (looking back about a mile); 
however, without stopping space, this view presents a real traffic 
hazard. At the top of the hill, there is some view to the left and 
back with pull-outs for one car on each side of the road adjacent to 
the Brian property, and one more car space beyond the near eucalyptus 
trees. Where eucalyptus trees abut the road, there is shade--a temp- 
tation for stopping during the heat of late summer, but this is 
hazardous due to the lack of a place to stop. 


After the area of the eucalyptus trees, there is a partially 
obstructed view but there is no stopping place till the end of Walker 
Road (up to 3 cars). Just beyond Walker Road on Pepper (eastbound) 
there is ample shoulder for stopping, about 1/4 mile, accommodating 
up to approximately 40 cars and providing a view of the Fence at a 
distance of 3/4 to 1 mile. Along much of Pepper (between Walker and Meacham 
Roads)there is a clear Fence view at a distance of about 1/2 mile 
for a span of about 1/2 mile. A shoulder that may permit stopping 
runs alongside the road to the point where the view disappears. 


On Pepper Road, one car space at the culvert allows an unobstructed 
view of the Fence for a short distance, and one potentially hazardous space 
opposite the Aycock property also permits viewing. Opposite the 
Volkert driveway entrance is space for three cars on the shoulder 
before culvert. Opposite the Mattos property is a viewpoint for the 
Fence 1/4 mile away for length of about 1/4 mile. 


*On which several turkey vultures were observed on one occasion. 493 


194 


Near the intersection of Pepper and Meacham is an area of 
shade during part of the day from eucalyptus trees along the road. 
Stopping here is a temptation during the heat of late summer,* but 
lack of space may make this a traffic hazard. This point presents 
a clear view of Fence less that 1/4 mile distant for a length of 
1/4 mile. Closer to the intersection is pull-out space for up to 
about 10 cars. 


Southbound traffic may continue on Pepper Road to Highway 101 
to return to the center of the Bay Area. Although distant from 
the Fence, this part of Pepper Road presents some clear views of it. 


After the turn onto Meacham from Pepper, there is space for 
up to about 6 cars on shoulders with an unobstructed view. Due to 
lack of space and the traffic hazard beyond (driveways) there should 
be no stopping till the culvert beyond the first farmhouses. The 
Fence route crosses the road here, adding attraction and thus hazard. 
The traffic should be kept moving till just before the road to the 
dump ** at a cattle-loading area with space for about 3 cars. There 
is no view ahead here, but a clear view behind in the distance. 


Opposite the dump on Meacham Road* is space for up to approxi- 
mately 20 cars--to the top of the hill where pull-out space is very 
good. The view is panoramic and includes three different sections, 
each for about 1/4 mile distance, plus Meacham Hill about 2 miles 
away. 


Everett Road in the Happy Acres subdivision has a clear view 
of the Fence nearby and a panoramic view of the Fence on Meacham Hill. 
However, traffic should be controlled away from the houses and the 
unimproved roads of the subdivision. 


Approaching Stony Point Road, Meacham Road has ample shoulder 
all the way until just before the corner of Stony Point Road. The 
view is clear for a long distance, though semi-obstructed.t* 


*Heat and lack of shade (easterly part of route) or fog and wind 
(westerly part of route) and rise in gasoline prices may discourage 
some motorists from visiting and viewing the Fence. Likewise, TV 
coverage may either encourage or discourage viewing attendance. Many 
visitors may be satisfied with viewing only a small portion of the 
Running Fence rather than viewing the whole length in detail from two 
directions; this could relieve some potential congestion. 

**Generating traffic from 7 AM to 4 PM daily including Sunday. 

*Maximum speed limit is 40 mph. 

*+Although there is road construction in progress in 1975 on 
Stony Point Road and on Railroad Avenue (and Bloomfield Bridge on 
the Petaluma/Valley Ford Road), it is due to be completed by 1976. 


On Stony Point Road, about 1/4 mile from Meacham Road, the 
Running Fence crosses the road near the PG§&E Cotati Substation and 
runs uphill perpendicular to the road. There is space for about 
10 cars with some view, and about 20 cars with no view, both with 
some hazard.* A culvert bridge over a gully (low point) again pro- 
vides space for one car to stop. 


At one half the distance from Meacham Road to Railroad Avenue 
is a clear view to Meacham Hill and the Fence. In the section of 
Stony Point Road facing Railroad Avenue, 6-8 cars can pull out to view 
the Fence in Meacham Hill. Space continues more or less to the 
corner of Railroad Avenue. The view is partially unobstructed. 


There is some space for stopping at Jewett Road, but it is 
hazardous, and there is some stopping space at driveway entrances, 
but this too is hazardous and also a conflict with use of private 
property, and so should be discouraged. 


Stony Point Road can lead to Highway 101 southbound via the 
Pepper Road on-ramp. 


A simplified graphic summary of the above detailed information 
can be found on the foldout map, Figure J-3, which includes view angles 
and potential hazards along the Running Fence route. 


Mitigation 

Viewers should be kept off private property and discouraged 
from public roads that present hazards: (1) roads that are not 
through-roads; (2) too-narrow roads; (3) roads without turn or 
easy connection to other roads Monitors and off-duty Sheriff's deputies 
will be hired by the applicant to protect private property and to 
guide traffic flow** The applicant does not propose to provide 
parking areas. Therefore, in general, traffic should be kept moving 
smoothly. For those points where views of the Running Fence are 
especially clear or panoramic, the tendency of the curious (especially 
photographers) would be to stop. If there is no place to stop, a potential 
hazard exists and traffic should be kept moving. Sheriff's deputies 
will guide traffic while monitors (college students and others) will 


*Stony Point Road has a record of accidents, especially during 195 
nighttime (1973). 

**Only uniformed police officers can control traffic on public 
roads per se. 


196 


guard private property using two-way communication for assistance. 
The number of persons controlling traffic and protecting private 
property will be determined on the basis of need (100 anticipated on 
8-hour shifts). Need will vary with time: (1) weekday vs. weekend 
day; (2) day vs. night. 


Road construction and maintenance activities should not be 
scheduled during the viewing period. All planned Sonoma County 
roadwork in the Fence route area will be completed by September 1976 
(Sonoma County Public Works Department, letter of August 26, 1975 
to ESA), most of it in calendar 1975. 


If private parking is provided by private landowners* (separate 
from any part of the applicant's proposal or plan), guidance should 
be received in advance by the landowner from public authorities** 
in order not to create more traffic problems because of egress and 
ingress conflict on roads. 


If traffic becomes too congested for stopping for viewing and 
photographing (see Traffic/Circulation/Parking Section), stopping, 
except for emergencies , could be prohibited; even whole roads could 
be closed to visitors.*” If the viewing/stopping hazard becomes 
dangerous to public safety, even after employment of the suggested 
mitigation measures (here and in the Traffic/Circulation/Parking 
Section), the ultimate mitigation measure can be employed: remove 
the Fence panels (especially prior to the first weekend) before the 
end of the viewing period. The applicant has agreed to this condition 
in advance; the decision will be made by Captain Denton. 


*Some landowners have stated interest in providing parking on 
their land. 

**Captain Eric Denton, Commander, California State Highway Patrol, 
Santa Rose Area; Sonoma County Traffic Engineer; Sonoma County 
Sheriff's Office. 

*Road closing, with the exception of the Estero Road situation, 
may be unworkable. The applicant has stated that he will not accept 
road closures (exception of Estero Road) as part of the project, 
because of their additional impacts. Instead, he accepts removal of 
the panels as the ultimate mitigation measure. 


Appendix k* 
Traffic/Circulation/Parking Details and Background 
Setting** 


Beginning at the project's east end, the principal traffic-way 
for viewing the Running Fence will be via U.S. 101 (Freeway), West 
Railroad Avenue, Stony Point Road, Meacham Road, Pepper Road, Walker 
Road, Petaluma/Valley Ford Road, Franklin School Road, and Estero 
Road near the project's west end [See Figures J-1 and J-2 (Appendix J) 
and 6 (Section II.A.8 and Appendix K)]. To reach these roads, most 
traffic will approach from the south on the Freeway (Route 101), 
exiting at one of three interchanges: the Old Redwood Highway inter- 
change at Denman Flat and then along Stony Point Road; Railroad 
Avenue; or Roblar/West Sierra Avenue and Stony Point Road. The 
return to the freeway may be by these same routes except that, 
instead of using Railroad Avenue, traffic must use an on-ramp at 
Pepper Road to the south of Railroad Avenue (see Figures J-2 and 6). 
From the north, those who leave the freeway will use the Gravenstein 
Highway (Route 116) ramps and then Old Redwood Highway (Railroad 
Avenue) or Stony Point Road. Those southbound motorists who first 
decide to leave the freeway after noticing the Fence would use the 
Denman Flat Interchange. Those who do not leave the freeway may 
view parts of the Fence from the freeway itself. 


Twenty-four hour weekday traffic counts by Caltranst and Sonoma 
Countytt, available at the start of this EIR project, are as 


follows: 

Count 
Freeway (U.S. 101) 36,000 to 52,000+ 
State Highway Route 1 2,200 to 3,400t 
Petaluma/Valley Ford Road 700 to 3,400+tt 
Stony Point Road 1,500++ 
Pepper Road 240+t+ 
West Railroad Avenue 267+t 


*This Appendix is based on the calculations and judgment of 

Donald K. Goodrich, Transportation and Traffic Engineer (Consultant 

to ESA), except where other contributors are specifically identified. 
**The environmental setting can be presented only if the poten- 

tially involved traffic network is first delineated. 
+1973 Traffic Volumes on the California State Highway System, 

by Caltrans. 197 
+tSonoma County Traffic Department, 1973-July 1975. 





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Traffic counts on the principal traffic-way and on nearby roadways 
were taken in August and September 1975 by the Sonoma County Depart- 
ment of Public Works, in order to anticipate normal traffic volumes 
in September 1976, when the Fence will be in place. The counts were 
taken at the following locations*; at the time of preparation of this 
Draft EIR, data for the segments marked ''**'"' were available. They 
are summarized in Table K-1. 


Stony Point Road, south of Meacham Road 

Railroad Avenue, east of Route 101 

Meacham Road, east of Pepper Road 

Pepper Road, east of Walker Road 

Walker Road, east of Petaluma/Valley Ford Road** 

Petaluma/Valley Ford Road, east of Gericke (Jones) Road** 

Petaluma/Valley Ford Road, east of Franklin School Road 
(Hwy 1 segment )** 

Franklin School Road, north (east) of Estero Road** 

Bodega Avenue (Tomales Road), west of Pepper Road** 

Petaluma/Valley Ford Road (Bodega Avenue), east of Pepper Road 

Highway 1, just south of Petaluma/Valley Ford Road** 


From all these counts and from personal observations, it appears 
that most project-area roads currently operate well below capacity. 
Exceptions may be certain segments of the freeway and of Route 1 
on Sundays, particularly in the summer months. 


The principal traffic-way for viewing the Fence is composed 
of five basic road types (See Figure J-2, Appendix J): 


1. Four-lane freeway 


2. Two-lane roads with centerline stripe and shoulder 
delineated by edge stripe 


3. Two-lane roads with centerline stripe but without 
shoulder 


4. Two-lane roads with neither centerline stripe nor shoulder 


5. One-lane road 


A review of accident records furnished by Sonoma County indi- 
cates an unusually high percentage of nighttime accidents on Stony 
Point Road in 1973, showing a possible need for after-dark road 
delineation. However, the pattern did not recur in 1974.+ 


*U.S. highways may not be counted by local jurisdictions. 
**Count data available at time of preparation of this Draft EIR. 
+Sonoma County Traffic Department Accident Reports for 1973 and 1974. 


199 


TABLE K-1 


TRAFFIC COUNTS, AUGUST 30 - SEPTEMBER 22, 1975* 
(SONOMA COUNTY PUBLIC WORKS DEPARTMENT) 


Weekda Weekend or Holida 


Walker Road, East of 
Petaluma/Valley Ford 
Road 77-103 95-139 13-19 
Petaluma/Valley Ford 
Road, East of Jones 
(Gericke) Road 1417-2027] 132-181 










2859**-3451** 264**-357** 


Highway 1, North of 

Bridge over Estero 

Americano (Just South 

of Petaluma/Valley Ford 

Road ) 696-866 1224-1263 144-154 
Petaluma/Valley Ford 
Road, East of Franklin 
School Road (Highway 1 
Segment in Valley Ford) | 1774-2325] 187-216 3013-3933 293-457 
Franklin School Road, 

East of Estero Road 184-205 344 5] 
Bodega Avenue, West 
of Pepper Road (Short 
Segment of Petaluma/ 
Valley Ford Road at 


Two Rock Ranch) 4213-5190) 432-470 6737** -7363**| 652**-746** 


*Ranges indicated, where several days' counts were made. 
**Labor Day Weekend. 
200 


Impact 
1) Expected Visitors.* 


To arrive at an estimate of the size of the crowd that will be 
attracted by the Fence the history of special events in Northern 
California and at Christo's previous showings was investigated. 

The results appear below: 
Approximate 


SPECIAL EVENT Daily Visitation** 
(persons ) 


(Bay Area/California) 


Sonoma Fair 40 ,000 
Sears Point Raceway 4,000 
Napa Wine Festival 10,000 
Composite of all West Marin 

Recreation Areas 50 ,000 
Sonoma-Marin Fair 15,000 
Napa Area Winery 1,500 
Calaveras District Fair 

(Frog Jumping) 12,000 
Santa Rosa Art Fair 1,000 


Christo's Showing 


Sydney, Australia 10,000 
Kassel, Germany + 8,000 
Rifle, Colorado 10,000 


*Traffic problems are not expected during construction and 
removal of the Fence. The limited number of construction vehicles 
will make little use of the roadways, except for arrival and departure 
each day. As noted in Appendix J, little visitor traffic is expected 
during construction and removal. 

** Information obtained by ESA from special-event sponsors. 

Attendance data for the Renaissance Pleasure Faire (Black Point 
area of Marin County) are not available. Faire staff members state 
that they are considered confidential information. Since the Faire 
runs through the month of September, there is a potential traffic 
conflict between Fence and Faire traffic, particularly on Highway 101 
south of Highway 37. 

+An exhibition with 60 other artists. 


201 


202 


A preliminary estimate of the visitor demand generated by the 
Running Fence has been made on the basis of crowd data from previous 
events, the distance of the Fence route from Bay Area population 
centers, and the probable sources of Fence visitors. It must be 
emphasized that this estimate is a matter of judgment rather than 
calculation; the Running Fence will be a unique event, with no real 
precedent to serve as a basis for extrapolation from the past. 
Factors taken into account in the estimation of numbers of visitors 
and the ways in which they will disperse to view the Fence include 
the following: 


e The Fence will be visible during all daylight hours for its 
proposed two-week display period. This distinguishes it 
from single-occurrence events, such as sports events or 
rock concerts, and makes it more like county fairs and 
similar occurrences. 


e Unlike extended-duration events that occur at a fixed site, 
the Fence will be visible at numerous points from over 40 
miles of public roads. 


e Although Christo's past projects drew relatively low public 
attendance (leading, to the best of our knowledge, to no 
unacceptable traffic congestion), the total number of 
visitors attracted by the Fence cannot be ascertained with 
certainty because of demographic differences between the 
Bay Area and the sites of the prior projects. 


e@ Many viewers, even among those making a special trip to 
view the Fence, may be satisfied with the view they receive 
from the main approach routes, Highways 101 and 1, and 
therefore will not disperse onto the cross-county traffic- 
way . 


e Total attendance will depend on publicity to date, parti- 
cularly that associated with the environmental review 
process, but also that associated with museum and lecture 
events involving the applicant. It may depend even more 
on the same kinds of publicity in the future. 


@ Variation in daily attendance during the two-week display 
period will depend on media publicity immediately prior 
to and during that period. It is likely that attendance 
will be higher on weekends than during the week, and that 
it will build up over the two-week period, so that the peak 
day will be the second Sunday, all other factors being equal. 


The resulting estimate of the total number of visitors on the peak 
day (presumably the second Sunday) is expressed in the following 
in terms of the probability of occurrence of several levels of 
attendance: 


VISITOR DEMAND ON PEAK DAY 


Probability 
of Occurrence 
Number (Judgment ) 
15,000 (5,000 cars)* 60% 
30,000 (10,000 cars)* 30% 
50,000 (16,700 cars)* 5% 


2) Direction of Approach. 


Explanation 


(probable) 

(possible) 

(top demand, though only 
30,000 may be able to 
arrive, due to limitations 
of road network) 


The origin and directional flow of visitors to the Fence 
viewing area can be estimated by comparing data from West Marin 
and Sonoma County attractions. The origin of visitors to recrea- 
tional areas in western Marin County is tabulated below: 


ORIGIN OF VISITORS TO WEST MARIN RECREATIONAL AREAS 


Percent of 
County Visitors 
Alameda 
Contra Costa 
Marin 2 
Napa 
San Francisco i 
San Mateo 


Santa Clara 
Santa Cruz 
Solano 
Sonoma 
Other 


OonNDODN f&OrFrF A 
SONWFHOAHLOONM 


to 


TOTAL 100.0 


Source: Table 4, ''The Golden Gate Recreational Travel Study 
Model'' (Area 1 and Area 3 Reports, 1975). 


Three visitors per car (estimate for recreational travel). 


203 


204 


Because the Running Fence is almost entirely in Sonoma County, it 
can be expected to attract a greater percentage of Sonoma County 
residents and a lesser percentage of Marin County residents than 

do West Marin recreational sites. Therefore, it is anticipated 

that during the viewing period the percentages for Marin and Sonoma 
counties will be interchanged (i.e., 21 percent of the Fence viewer 
trips will originate in Sonoma County and 5 percent in Marin County). 
A license-plate survey conducted for Sonoma county on Route 1 
between Doran County Park and Salt Point State Park confirms this 
estimate of visitor origins: 


Origin of Visitors Percent of Visitor Vehicles 
Sonoma County ZS 
Rest of Bay Area ay 
Rest of California Sil 
Out of State 7 


Source: Sonoma County General Plan Bulletin 


These data indicate that about 80 percent of the Fence visitor vehicles 
will approach the viewing area from the south and about 20 percent 
will approach from the north.* It is anticipated that the viewers 
upon reaching the viewing area will distribute themselves over the 
local road network (see Figures J-2 and 6) according to the following 
estimate: 


Roadway Percent of Visitor Vehicles 
West Railroad Avenue 15 
Stony Point Road (between Meacham 
Road and Route 101) 35 
Meacham Road--Pepper Road--Walker 
Road--Petaluma/Valley Ford Road 20 
Franklin School Road--Whitacker 
Bluff Road 1S 
Route 1 north of Valley Ford 5 
Route 1 south of Valley Ford 15 
Route 101 north of Gravenstein 
Highway Sse 
Route 101 south of Old Redwood 
Highway interchange at Denman Flat 55** 
Dispersed among other roads 20 
*Detailed assumptions about visitor access and viewing routes 


appear in Table K-2, following. These were generated by ESA as input 
for energy-consumption calculations. 

**Visitor traffic on the section of Highway 101 between Gravenstein 
Highway and Denman Flat may be as much as 65 percent of the total, de- 
pending on visitor decisions on where to exit. 


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206 


Hourly traffic variations in general can be expected to resemble 
those of summer Sunday recreational travel, e.g., arrivals starting 
in mid-morning and continuing until about 3 PM. Similar patterns 
can be expected on weekdays and weekend days, with the latter reach- 
ing a higher level. The weekend to weekday variation will generally 
follow the two-to-one ratio observed for visitors to the Sonoma 
County Fair and Sonoma County wineries. 


While the vast majority of Fence viewers will view the Fence 
from land vehicles, chiefly autos, some viewers may approach the 
Fence route by air and water. Visitor arrival by boat to see the 
coastal area is not expected to be heavy. The North Coast Harbor 
Study for the Army Corps of Engineers (by JHK §& Associates) showed 
that few recreational boaters are willing to leave the shelter of 
San Francisco Bay and brave the long unsheltered route to Bodega 
Bay. 


3) Roadway Capacity. 


Roadways near the Fence route have a limited amount of capacity 
available to absorb new traffic generated by Fence viewers. The 
traffic impact of the viewing period will depend upon the amount of 
vehicle usage relative to the capacities of specific roadways. 
Vehicle usage is expected to vary from hour to hour and day to day. 


Table K-3 illustrates the relationship between level of service 
(or driving ease) and hourly traffic volumes (capacities) for two- 
lane rural roads. The Table is appropriate for the two-lane roads 
in the project area during normal, non-Fence periods. However, the 
actual capacity under the conditions anticipated during the viewing 
period may be one-half of these.* The narrower Type 3 and 4 road- 
ways are assigned the same traffic capacity as the wider Type 2 
(Setting Section) because parking would generally be prohibited 
from the former and allowed along the Type 2 roadway. Route 101 
has been estimated by CALTRANS to have a one-way peak hour capacity 
of 3,000 vehicles on a viewing day.* 


Too much traffic compared to road capacity (i.e., Level of 
Service E to F) could lead to stop-and-go flow, traffic backups onto 
the freeway, cars running out of gasoline, boiling radiators, traffic 
accidents, and entrapment of emergency vehicles. Therefore, it is 
necessary to assess the possibility of network capacity overload 
under the peak visitor conditions estimated above. 


*Letter to Mr. George Kovatch, Sonoma County, from Mr. L. 
Newman, CALTRANS, February 5, 1975. 


TABLE k-3 
LEVEL OF SERVICE, TWO-LANE RURAL ROAD 


Hourly 2-way Level of 


Volume Service Operating Characteristics 
400 A Ideal flow 
900 B Free flow 
1,400 C Stable flow; some car-following; 


average speed 30 mph; a common service 
level for design 


1,700 D Approaching unstable flow; average 
speed, 20 mph, greatly restricted due 
to car-following 


2,000 E Maximum volume attainable, average 
speed 10 mph. Level E is not likely 
to be attained. Operation may go 
directly from D to F 


less than F Forced, congested flow with unpredictable 
2,000* characteristics. Stop and go, long queues 


Source: Adapted from page 308, "A Policy on Design of Urban 
Highway and Arterial Streets", American Association 
of State Highway Officials 


The descriptive operating characteristics apply to other road 
types, including freeways. However, the associated traffic volumes 
change with road type. 


*As traffic demand exceeds 2,000, the resulting turbulence 


reduces flow to less than 2,000. 
207 


208 


4) Assessment of Possible Capacity Overloads Due to Fence 
Visitor Traffic. 


Accurate assessment of the potential traffic impacts of the 
Running Fence is precluded by a combination of uncertainties, 
including those pertaining to the following: 


e Maximum likely levels of visitor traffic 


e Ratio between peak week-end visitor traffic and week-day 
visitor traffic 


e Hours when Fence visitor traffic would occur; percent of 
daily visitor traffic in the peak (visitor) hour 


e Non-visitor ("normal") traffic during the display period 
e Visitor-traffic splits on the affected road network 


e Actual capacity of individual segments of the affected 
road network, under potential traffic conditions during 
Fence display 


e Variation in capacity among the different road types in 
the affected road network 


Therefore, the approach taken was to examine several critical 
elements of the road network, under a series of assumptions.* The 
road elements evaluated were: (a) Highway 101; (b) Walker Road; 

(c) Petaluma/Valley Ford Road, east of Gericke (Jones) Road; and 

(d) Highway 1, east of Franklin School Road (in Valley Ford itself). 
Stony Point Road and Bodega Avenue. were also investigated, but with 
less confidence in the imput data. 


The assumptions were as follows: 


o Total visitor 'demand" on the peak day (second Sunday) is 
10,000 vehicles (the 30% probability figure) 


o While the normal weekend/weekday ratio of daily traffic 
throughout the road network is about two to one, the ratio 
of the peak-visitor-day (second-Sunday) Fence visitor traffic 
to the Fence visitor traffic on the first day (weekday) of 
display is about four to one. That is, interest will 
develop as the display period goes on. 


o Visitor-traffic splits throughout the road network are as 
estimated earlier in this Appendix. 


o Visitor traffic in the peak visitor hour is 15% of daily 
visitor traffic. For "normal" traffic, the figure is 10%. 


*This examination was performed by ESA staff, after the receipt, on 
October 17, 1975, of the tratfic count data summarized in Table K-1. 
The resuits confirmed the main conclusions of Donald K. Goodrich, 
Consultant to ESA, which had been based on the limited data available 
in July, 1975. 


e@ In the absence of data on existing weekend traffic on Highway 
101, weekday maximum traffic levels can be assumed to apply 
(as the setting) on weekends. This is not unreasonable for 
a freeway segment that combines business , commute and recrea- 
tional traffic. 


e@ Highway 101 peak hour capacity in the vicinity on a viewing 


day is , as noted above, 3,000 vehicles (one-way), or 6,000 vehicles 
(two-way) . 


e Capacity of the two-lane local roads during the viewing 
period is, as noted above, one-half of the normal capacity, 
because visitors will slow down and/or park to view the 
Fence. 


The approach used in estimating traffic levels of service re- 
sulting from the addition of Fence visitor traffic to 'normal" traffic 
was as follows: 


e The calculation was for the peak (PM) hour on the second 
Sunday. 


e The resulting peak hour total flow was compared to the above 
criteria for capacity. For the two-lane rural roads, the 
first comparison was against the flow criteria for Level of 
Service C, as reduced by 50% to account for conditions during 
viewing. 


e@ Once the situation for the peak day (second Sunday) had 
been established, the situation on the average weekday could 
be assessed. This would be needed for the development of 
a contingency plan, to be based on traffic levels experienced 
after the fact) during the first weekdays of viewing. 


e The initial assumption was that the visitor demand on the 
second Sunday would be 10,000 vehicles (the 30% probability 
figure). 


The results of the evaluation were as follows (the calculated 
flows represent normal traffic plus visitor traffic): 


a) Highway 101-- The peak-hour second-Sunday one-way flow in 
the segment of the freeway between Denman Flat and Gravenstein High- 
way would be about 3100 vehicles. This is greater than the capacity 
of 3000 stated above. That is, if the visitor demand reached 10,000 
cars per day, Highway 101 would reach Level ot Service F. un 
Highway 101 south of Denman Flat, the flow would be slightly lower, 
but still above the stated capacity. Since Highway 101 is the 
principal access route to the Fence area, its northbound approach 
carrying 55 percent of the total visitors and its southbound approach 209 


210 


carrying 15 percent of the total visitors, it appears to be the con- 
trolling element in capacity analysis and in California Highway Patrol 
decisions about requesting removal of the Fence. On weekdays, the 
freeway capacity would not be reached, whether the assumption used 

is a weekend/weekday visitor flow ratio of four to one or of two to 
one. On the other hand, if the 30 percent probability assumption of 
10,000 visitor vehicles on the second Sunday is conservative, weekday 
flows could be high enough to indicate this possibility, while still 
remaining below capacity. 


b) Walker Road -- This segment of the (viewing) road network 
experiences very little traffic normally; however, the road is 
twisting and narrow (Type 4). The peak-hour second-Sunday two-way 
flow is about 320 vehicles. This is well below the modified (50% 
reduction) capacity of 700 (for Level of Service C). Therefore, 
congestion should not be a problem, unless large numbers of visitors 
try to stop along the shoulders for views (or photos) of the Fence. 
Since the flows on the weekdays will be further below capacity, 
visitor behavior on those days can foreshadow the potential problems 
on the weekends, while not causing serious problems itself. 


c) Petaluma/Valley Ford Road, east of Gericke (Jones) Road -- 
This segment of the (viewing) road network consists of both Type 2 
and Type 3 road, but experiences much more traffic normally than does 
Walker Road. The peak-hour second-Sunday two-way flow is about 660 
vehicles. This is still below the capacity of 700 (for Level of 
Serivce C), but close enough so that congestion from parkers or even 
those who merely show down to view the Fence may be a problem. Again, 
experience on the first weekdays of the viewing period should provide 
clues to the levels and the behavior of the expected weekend traffic, 
and of their consequences. 


d) Highway 1, east of Franklin School Road (within the Town of 
Valley Ford -- This segment normally experiences higher traffic flows 
than does the Petaluma/Valley Ford Road segment above. The peak-hour 
second-Sunday two-way flow is about 680 vehicles. The same considera- 
tions as those for Petaluma/Valley Ford Road to the east apply. 
Further complications may result from the presence of the commercial 
buildings along the road, coupled with the fact that the Running Fence 
route crosses this road within the town, providing a further attrac- 
tion that may lead visitors to pull over. 


e) Stony Point Road, north of Railroad Avenue -- The only 
available count for this road is a weekday figure, for the whole 
day, of 1500 vehicles. If the normal Sunday traffic is assumed to be 
the same, with 10 percent in the peak hour, then the peak-hour 
second-Sunday two-way flow (normal traffic plus Fence visitors) 
would be about 675 vehicles, still below the Level C capacity of 
700 vehicles. However, if the normal Sunday flow is assumed to be 
3,000 vehicles, the total peak-hour flow would then be about 825 


vehicles, close to the Level of Service D capacity of 850. This 
situation could create problems, particularly since perhaps one- 
half of the visitors northbound on Stony Point might attempt to 
turn left onto Meacham Road. Experience on the first weekdays 
would again provide guidance as to what could be expected later, 
while unacceptable congestion would probably not exist at the time. 


f) Bodega Avenue, west of Pepper Road -- This road segment is 
not part of the viewing-road network. However, it may be attractive 
as an access or departure road. Its existing Sunday peak-hour flow 
is about 750 (two-way), which would be above (worse than) Level of 
Service C, if the road were on the view network. Since it is not, 
the capacities of Table K-3 apply directly, so that existing Sunday 
peak-hour flow is between Levels of Service A and B. Even if as much 
as 35 percent of the total visitor flow were to use this approach 
(an extremely unlikely prospect), the peak-hour second-Sunday flow 
would still be below (better than) Level of Service C. 


The main conclusion above is that 10,000 visitor vehicles is 
the maximum that can be reasonably accommodated on the road network, 
and that the controlling feature is that this level of demand would 
cause Highway 101 to go to Level of Service F. Thus, a decision 
by the California Highway Patrol to request removal of the Running 
Fence could be made on the expectation that such levels would be 
reached on the first or second weekends, even if congestion had not 
built up to unacceptable levels during the first weekdays. The 
dominance of the potential Highway 101 buildup in the analysis and 
decision is confirmed by the earlier conclusions of Mr. Goodrich 
that a demand of 30,000 visitors (10,000 visitor vehicles) "produces 
Service Level 'F' on Highway 101 (remove Fence if over 30,000 antici- 
pated)". 


Mr. Goodrich had concluded also that, if as many as 35-40 percent 
of the visitor vehicles attempted to use the principal viewing traffic- 
way between Highways 101 and 1, the controlling road network would 
shift away from the freeway, even at somewhat lower flows. This is 
a more conservative judgment than the above analysis of individual 
segments would indicate. However, it takes into account the 
interior road network as a whole; of particular importance is the 
effect of left turns at different intersections, depending on whether 
the visitor vehicle is going from west to east or from east to west. 


Potential problems at specific locations, including those 


associated with "'attractive'' stopping places for viewing and/or 
photography, are discussed in detail in Appendix J. 


211 


212 


Both analyses indicate, however, that with the expected 
gradual buildup of visitor interest there would be time to imple- 
ment a series of contingency plans, including the ultimate mitiga- 
tion of requiring removal of the Fence. Mr. Goodrich's suggested 
contingency plans are presented in the text (Section II A 8, 
Traffic/Circulation/Parking) . 


APPENDIX L 
ARCHAEOLOGY REPORT 








CONSULTING AND RESEARCH SERVICES, INC. 


August 21, 1975 


Dr. Richard Cole 

Environmental Science Associates 
1291 East Hillsdale Boulevard 
Foster City, California 


Dear Dr. Cole, 


Pursuant to your letter of authorization dated August 18, 1975, 
our firm has completed archaeological investigations for the 
proposed route of the Christo Running Fence project in Sonoma 
and Marin Counties, California. As outlined in our proposal 
letter of August 12, 1975, archival and reconnaissance research 
tasks were undertaken to determine what impacts the proposed 
project would have on archaeological resources. We are herein 
reporting to you the results of those investigations. 


Our first task, that of archival research, was accomplished by 
reviewing records of all archaeological sites which are known 
to be located within the vicinity of the proposed project. 
Those facilities which possess complete records of this type 
and as consulted by ACRS include the California Department of 
Parks and Recreation at Sacramento, Sonoma State University 

at Rohnert Park, and San Francisco State University at San 
Francisco. No known archaeological sites or resources were 
shown in these records to be within & mile near the proposed 
route of the Christo Running Fence project. 


Our second task, that of completing an in-field reconnaissance 
of those portions of the Running Fence route which would have a 
high probability of containing archaeological resources, was 
accomplished by walking over and visually inspecting the ground 
surface along those sections of the Running Fence route which 
will intersect with and cross over intermittent or permanent 
creek or estero courses. Included were the Estero Americano, 
Americano Creek, and all intermittent creeks along the Running 
Fence route. In addition, ACRS surveyed a number of sections 
along the Running Fence route which will traverse hill tops or 
ridges. Included were all hill tops and ridges along the 


213 


20 EVERGREEN AVENUE MILL VALLEY, CA 415 / 388-3175 


214 


project route from Stony Point Road to the project terminus 

at the Pacific Ocean. A corridor with a width of 100 feet 

was inspected along those sections of the Running Fence route 
which were examined. No indications of archaeological resources 
were observed or discovered during the visual surface recon- 
naissance efforts. 


It would appear, then, that the proposed project would have no 
prohibitive impacts upon archaeological resources. All areas 
along the Running Fence route which appeared to have a high 
probability of containing archaeological resources were subject 
to surface examinations as were areas with a more moderate 
probability of containing archaeological resources, i.e., the 
ridge and hill tops. No archaeological resources which would 
be impacted by the proposed project were found to be either 
within the records of known sites or in the route sections as 
surveyed by ACRS. Additionally, the nature of the project's 
construction design, specifically the placement of 3" support- 
ing posts and adjoining anchors at 62 foot intervals, would, 
even if an archaeological site were encountered, create such 
minor impacts as to be virtually negligable. 


If you should have any questions about our work, please do 
not hesitate to call. Thank you. 


Sincerely, 


(tase, 


Stephen A. Dietz 
Principal 


SAD :ms 


APPENDIX M 
OCEAN ENGINEERING 


CHRISTO'S RUNNING FENCE 


ENVIRONMENTAL ASSESSMENT 


Prepared By 


ENVIRONMENTAL RESEARCH CONSULTANTS, INC. 


17 October, 1975 


Project Manager: Physical Oceanographer: 
Mr. Raymond L. Anderson Dr. Edward Thronton 


Senior Diver: 
Mr. Don Heacock 


215 


216 


DESCRIPTION OF THE PROJECT 


Christo, an artist, has proposed the creation of an art work entitled 
RUNNING FENCE which will consist of a 26 mile, 20 foot high, nylon fence 
supported by steel pylons. RUNNING FENCE will follow a meandering course 
through southern Sonoma County terminating in the sea at a point south of the 


Sonoma-Marin County line and north of Tomales Bay (Map 1). 


RUNNING FENCE is essentially a series of extremely long nylon sheet 
hung from a 7/8" steel cable which is suspended between steel stanchions. 
It is proposed that the seaward terminus of the fence be suspended from a 
cable which will be anchored in the sea. Dimensions and materials specifi- 
cations are included in design schema prepared by URS/The Ken R. White 


Company . 
SCOPE OF ANALYSIS 


The portion of the RUNNING FENCE project that extends from the 
beach bluff to the ocean terminus was reviewed with regard to environmental 
considerations of the structural design. The dimensions and geometry of 
the final design will necessarily be slightly modified from the plans dated 
3/21/75 because of the location change, but it is assumed that the basic 
design will remain similar. The structural design calculations were checked 


and verified as a matter of review. 
METHODOLOGY 


Three Environmental Research Consultants, Inc. employees (the Project 


Manager and two biologist divers), visited the proposed anchorage site on 





Vie ee, 
Ve 


Tr 


= 


© 


PROJECT AREA 





September 19, 1975. A subtidal area 2,000 x 700 feet was chosen as a 

tentative anchoring area. Preliminary maps of the shore and of subtidal 
rocks which reach intertidal height were made and diving strategies were 
planned. The location of sampling sites and the transect lines swum by 


the divers are indicated on Figure l. 


Diving operations commenced on September 20, 1975 and continued 
through September 21, 1975. Divers swam the transects in tandem using 
standard SCUBA buddy techniques. As sea floor slope was fairly uniform, 


three transects were swum to establish a bathymetric profile of the area. 


Notes on the condition of the sea floor were taken during the 
transect swims. Further notes were taken on the bottom conditions in 
areas between and outside the transects. A steel probe was used to 


establish the depth of the sand substrate. 


Notes were made on the species of organisms present, on their 
abundance relative to habitat position and relative to other localities 
along the Sonoma Coast, and on patterns of distribution related to obvious 


factors of the physical environment. 


The environmental aspects considered include: waves, biological 
fouling, bottom sediment with regard to anchor holding capacity, dynamics 


of the structure and impact if structure fails. 


ENVIRONMENTAL FINDINGS AND ANALYSIS 
Substrate 


oe The bottom substrate was found to be sharply divided between a 






FIGURE 1 
SAMPLING SITES AND 
TRANSECT LINES 


shoreward reach with a cobble and boulder bottom and a seaward reach 
with a coarse sand bottom. The division occurs approximately 650 feet 
from shore (see Figure 2). It is possible this was an anaomolous year 
in that the beaches were not replenished from the previous winter's cut 
back of sand to the offshore; this possibility is suggested by other 
beaches in the vicinity. If the beaches had not recovered to normal 
equilibrium, it would be expected next year the sandy bottom would be 


closer to shore. 


The inshore area is composed almost entirely (99%) of small rocks and 
large boulders ranging in size from one to five feet, with some (1%) inter- 
mittent small patches (less than one foot diameter) of coarse sand. The 
offshore area, is composed entirely of the same coarse sand. There was a 
distinct dividing line between the rocky area and the sandy area, not a gradual 


transition from one substrate type to the other. 


The sands of the seaward reach were found to be over three foot in 
depth. There was considerable evidence of regular and violent displacement of 
the sands due to wave action. The sand bottom was disturbed by the surf 
which was running between four and seven feet in the study area. Suspended 
silt and detritus limited visibility, particularly at depths of less than 


fifteen feet. 
Waters 


The wave environment during the months of August and September is 
generally mild. The wave height statistics for a three year period, 1956 


220 through 1958, indicative of waves offshore of the proposed site, are given 


40’ 
FIGURE 2 (1400’ OFFSHORE) 


PROPOSED MARINE SITE 


CHRISTOS RUNNING FENCE 








Z ‘ 
Z |------------~—------—---- -- + ~-- ----- —----- = - === ah Ee 
ices (1200’ OFFSHORE) 
WW 
Ww 
& 
aS 
x } 
WS 
One eee Panera: el dis, au ol ae 
SAND (1000’ OFFSHORE) 
_ aan BA. 
1 ’ 
EL \ Ma! 
7 XN te a! ws $44 i 
eee SS = 
Ww 
a 
SESSA M Sy Per |} MMMM Ut, tcp, cea al een emer Sree 
ad paths Peake 
=n ee ie A Be hd A th an pees nde 
Grigmey. Taw ie a Belkhh  9)* fe ihli." ee 
a Wee 
Xz 
wy 
2S 
= z conressseseue et % 
5 ee 2 Sree —— 
o a Diesed i Bee a ce aT 
pe et ae 
92 een 
ye i 250' 
& Site Ammer te 8S wi hog sumer nae 
Se 7 i e 
ao 2 : ee 
_— ee ee a ; 
< = Pm oN oe a iP seg, nals WS ne ae ee YX fn oS 
S # 100 ee ee a are Ve NAY i ae 
a 5 ens aces ae ane eee fe 
<< = #, 
a cane cea es a ei eae re ere GC 


oa ee pe AW 25) SMALL PEPY 


Ey BASELINE ROCKS: 250’ FENCE PROPOSED 
ee BETWEEN THEM 


ms. WASH ROCKS; EXPOSED AT LOW TIDE 
OTHER ROCKS 

—.* NOT EXPOSED AT LOW TIDE 

-=""~ BATHYMETRIC CONTOURS 


=== APPROX. DIVIDING LINE BETWEEN ROCKY 221 
iv SUBSTRATE & SAND SUBSTRATE 


in Table 1. This data is from the National Marine Consultants Wave Statistics 
report which is the standard reference for the West Coast. The maximum wave 
height is less than 11 feet and the average wave height less than 3 feet. 

The waves' heights are the average monthly frequency of occurrence (percent) 
from all directions SW - NW. It is assumed the decreased wave height due 

to headland sheltering and refraction is balanced by the increased wave 
height due to shoaling and the wave height statistics are indicative of the 


breaking wave heights at the surf zone. 


TABLE 1 


Wave Height (feet) Percent of Occurrence 


July August September 
calm - 3 85.3 Sie 525 
3 - 4.9 eS! LS iey7 PAT} oa\ 
5 - 6.9 16 Dre Me Jene 
7 - 8.9 Sr 
9 - 10.9 0.3 


It is important that buoys and other large area appurtenances be 
outside the surf zone to minimize forces on the structure. The surf zone 
is defined as the point at which waves start to break. Conservatively assuming 
a maximum breaking wave height, H,, of 8 feet for the month of August, the 
depth of wave breaking, hy, is calculated: h, = 1.28 H, = 10 feet. Hence, 
the surf zone during August will extend to a maximum depth of 10 feet, or 


approximately 100 feet offshore. 


The dynamics of the structure was examined because of the cyclic 


222 


wave loads. The resonant frequencies of the cable structure in two modes 


of vibration were calculated. The calculations are given in Appendix A. No 
dynamics problems are anticipated since the resonant frequencies of the 
structure are sufficiently removed from the frequencies of the waves at the 


peak of the energy spectrum. 


The most vulnerable aspect of the ocean portion of the structure is 
the anchoring system. The offshore anchors are also the most difficult 
aspect to reliably design. The holding capacity of the anchors is most 
dependent on the bottom sediment characteristics. The coarse sand affords 
good anchoring capability. The anchors will be subjected to long term 
static loads of 14.3 Kips and a conservative maximum cyclic load of 1.6 
Kips due to wave action (See Appendix A). Scour about the anchor may occur 
since the anchors will be placed in shallow water where significant wave 
action can occur. Hence, because of the possible reduction in holding 
capacity of the anchor due to creep resulting from cyclic loading and because 
of scour, a safety factor of at least two is recommended. It is extremely 
important that the anchors be properly set (dug into the sediments) in order 


to accomplish the design holding capacities of the anchors. 


If the anchors do not hold, the cables will go slack. The cables would 
tend to bury themselves in the slack condition in the offshore regions. It is 
not anticipated the anchors and cables would drift substantially parallel to 
the shore in the slack conditions. In the event of an anchor failure, the 
cables can be salvaged from shore because of the high breaking strength of 


the 7/8" cable and high point of lift on the bluffs. 


223 


224 


Biology 


No organisms or signs of living organisms were seen in the sandy 
portion of the study area. This is not surprising in light of the agitated 
condition of the substrate. Only the most mobile of benthic infauna or 


epifauna would be able to avoid burial in this region. 


The organisms of the rochy suostrate were typical of that of a high 
surge and high abrasion habitat in the shallow waters off the Sonoma Coast. 
Coralline algae of the articulated genera were the most abundant organisms. 
They were found from five to twenty-five feet in depth and covered most of 
the exposed rock surfaces. ‘The second most abundant aigae, though by no 
means abundant in terms relevant and relative to other sites along the 
coast were the coarse phaeophytan forms: Pterygophora californica, 
Distyoneurun caltforntewm, Laminaria sp., and Egregta menztesit. 


Virtually a!l of the phaeophyta were concentrated in water less than 


10 feet deep on the lee side of offshore rocks, sheltered from wave 


action. 


The invertebrate life of the rocky area was concentrated in deep 
cracks between rocks. Sponges and tunicates were most abundant. Patiria 
mintata was the dominant seastar (25 were seen). Other seastars seen 
include: Pisaster ochraceus (3), P. giganteus (2), and Pyenopodia helt- 
anthotdes (4). The main prey of the seastars appeared to be small shelled 
gastropods, such as Ceratostoma folitatum (15) and bivalves, such as 


Protothaca etaminea and Hinnites sp (4). Barnacles were extremely uncommon, 


except for a few Balanus nubilus (3) in deeper water (25 feet). Other 


organisms observed are as follows: 


gum boot chiton Cryptochiton stellert (2) 
nudibranch Hermtssenda crassicornts (3) 

sea anenome Eptactis prolifera (4) 

sea anenome Anthopleura sp (2) 

sea urchin Strongylocentrotus franetscanus (8) 
ab alone Haltotis rufescens (6) 


The relatively low biomass and diversity of both plants and animals 
in this particular marine habitat is probably governed by wave action and 


concomitant sand abrasion. 


An often encountered problem of structures placed nearshore is fouling 
due to entanglement by algae, particularly the giant kelp macrocystis, which 
is torn loose during periods of high waves and storms. The entangled algae 
can greatly increase the drag forces on the structure. Fortunately, few algae 
and no kelp were found in the survey area. Hence, biological fouling should 


not be a problem during the life of the structure. 


IMPACTS 


The sea floor of the seaward portion of the site chosen for anchoring 
RUNNING FENCE is covered with more than three feet of coarse sand which is 
subject to regular agitation by wave action and is consequently barren of 


macroscopic organisms. 225 


226 


The sea floor of the shoreward portion of the site chosen for 
anchoring RUNNING FENCE is covered with cobbles and boulders which support 


a relatively depauperate flora and faina of surge resistant algae and 


crevice dwelling invertebrates which have survived the sand abrasion 


occasioned by the wave action. 


It is unlikely that any severe habitat damage could be caused by 
an anchoring device in either segment of the study area. None of the species 
observed to be present are rare either locally or regionally and recruitment 


would quickly restore any losses. 


It is unlikely that any severe marine habitat damage would be attendant 


upon a failure of either the anchoring device or the suspension cable. 


Abrasion and burial result in a relatively low biomass and species 
diversity in this area. The impact of a temporary anchoring device on existing 


populations is judged to be extremely local and minor. 


MITIGATION MEASURES 


As an art work, RUNNING FENCE, is presumed to be physically ephemeral 
rather than temporally enduring. Bouys and other large area appurtenances shoul 
be located outside of the surf zone. A safety factor of two should be 
utilized in the deisgn of the anchors and anchors should be properly set 
to accomplish the designed holding capacities. Provisions should be made 
for removing the physical remains after the aesthetic impact has been 


accomplished, or following a failure of the anchor system. 


APPENDIX A 


WORKSHEET FOR CALCULATION OF RESONANT FREQUENCIES ON STRUCTURE 


Md axjmuw arr Vo Te a7 strueYure CLA Ho 
Joacts on ieee: Assume Single DVO aAisplacly 
BOOG /AS, and weigh 7 ois Bvey ss SIO/GS: 


Dimmers S- 6/114 Je buey 


Li splacemen? = z 77 A ay = 3000 ¥ 


ot = Aa or ee ones 
fi = Sete; rie var a. S@Ca Gate rer 7. 


eS ee 
Bea Geos") 6 as re 
77 (e+ o4t ) 


ea ee Drag Fore. oF 4v0g , f= 
bee he Ve 
ae 
Lahr A= Tea 
4 
So os 9? V9? From Sol Pov Weave a 
ee [9/2 Sia ae a at pe eat ae 


Cy = VO , Le dy sae 
227 


Ve 2 A \los) mAs) O44) eee TES As 


Moves oF Vy BRATION 


4 lateral vibration = 
Fe 


et ARAM ofr Teas fae 
ZH W Pekble 2 maassfonit fengt 
Ve 


T+ /4.3K 
4 = Comer 
S6 Ves4yee = as 26 2 
ee ae 
J mero 
——— =e 

f = / /lt. 3 ee DAE OSS 
4 2 (S20) Vino sue 


Spy, Vi brep)m lew Ys Bee eel mags oF 
ken ca ay 





2 





Spring eee 


peek 2IEA E «elashe modules = 13X10 45, 
y aK Sf Cass le 
a = S00 LF 


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229 


APPENDIX N 


EXHIBITS 


231 





SUMMARY OF TEST PROGRAMS 
FOR 


CHRISTO’S RUNNING FENCE 


by 


URS/THE KEN R. WHITE COMPANY 
3955 EAST EXPOSITION AVENUE 
DENVER, COLORADO 


KRW No.: 3031 
August 5, 1975 





Ernest C. Harris, P.E., PhD 


Project Engineer 


233 


234 


SUMMARY OF TEST PROGRAMS 


Several types of test were performed to aid in developing the final 

design of Christo's Running Fence. These included laboratory tests of 
small components, tests of cable/anchor assemblies and cable connections 
at the Contractor's shop, plus full-scale field tests. The latter in- 
cluded a preliminary test (Test No. 1) to measure pole-soil interaction 

and compare anchor types , and a full-scale prototype test (Test No. 2) 

used to compare various details and as an aid in developing a final design. 
Test No. 2 was the more advanced and had considerable influence on the 
final design. 


TEST NO. 2 - GENERAL 
The objects of Test No. 2, the full-scale prototype test, were: 


(1) To confirm that the actual structure would behave as predicted 
by the engineer's computations. 


(2) To try several variations of detail in the structural system to 
determine those that would be: 


(a) aesthetically satisfactory to the artist; 
(b) satisfactory to the engineer; and 
(c) considered feasible by the Contractor. 


Test No. 2 was conducted at Soda Lake, near the town of Morrison, Colorado, 
during the first half of 1974. This site was selected for its strong winds 
and proximity to the offices of both the engineer (URS/The Ken R. White 
Company) and the contractor (A & H Builders, Inc.). 


Test No. 2 consisted of four spans of the Running Fence, including a 
right-angle turn and a hill. The plan of the test setup is shown by 
Figure 1, attached. 


The setup for Test No. 2 was used five times, in what were called "Runs" 
A, B, C, D and E. Each Run was tested for a long enough time for artist, 
engineer, and contractor either to find the tested details unsatisfactory 
or to confirm that they might be used in the final design. 


Recording wind gages were operative during most of the test period. 
With five test runs and four test panels it was possible to experiment 


with many different details and methods of construction. Among the features 
which were varied and tested were: 


se Tacs 


eT 
Lael URS/THE KEN R. WHITE COMPANY 


Home Office 3955 East Exposition Avenue 
RS CORPORATION Denver, Colorado 80209 PAGE OF 


CRW JOB NO. 7/- Po? DATE__ 8 f-76 BY ECM CHECKED BY 
SLIENT pRoect Aumwiws FEMCE he! 
suBJeCcT__ Ayer — Sena Lake Sve - Terr We. 2 





= 





¥ 
END Guy 
46" LG = LATERAL Guy 
* = Wwo Gace 
Figure 1 -— Pran- Layout of Test Na. 2 a> 


(wot To SCALE) 


236 


Types of fabric (glass cloth vs heat-set nylon and nylon “grey goods"). 
Length, height, and shape of cloth panels. 

Double vs triple and quadruple seam stitching. 

Presence or absence of webbing in hems. 

Pole sizes (3-inch vs 3-1/2 inch and 3-inch, reinforced). 

Detail at top and bottom of poles. 


Methods of installing ground anchors. 

Method of bottom-edge tiedown (11 anchors vs bottom cable and 2 anchors) 
) Type and spacing of ties between fabric and poles (pole ties). 
) Type and spacing of top hooks and bottom hooks. 


) 
) 
) 
) 
) 
) 
) Type of ground anchor. 
) 
) 
0 
] 
2) Methods of installing cables and cloth panels. 


( 
( 
( 
( 
( 
( 
( 
( 
(9 
(] 
(1 
(] 


Each of the Runs remained in place until winds occurred which were strong 
enough to cause failure of some element. Though it may seem odd at first, 
Structural failure was essential to the success of these tests. The reason 
-- it is not sufficient to know that a particular design would withstand 

wind speeds up to x miles per hour. What is needed is to know how the system 
will fail and at approximately what wind speed. Actually, the first of these 
-- how the system will fail -- is the more important. 


RUN A - TEST NO. 2 


Run A showed that either type of nylon panel was satisfactory. The mode 

of failure, however, showed that a positive tie-down of top cable to pole 

is essential if earth anchors at other poles are not to be withdrawn. Run A 
also showed that a better method had to be developed to prevent the poles 
from moving downward (sinking) under repeated wind loading. The initial 
methods tried for connecting the cloth panels to top cable, poles and bottom 
anchors were satisfactory structurally, but very cumbersome to handle. 


These preliminary results were then considered when modifying the system 
in preparation for Run B. 


RUN B - TEST NO. 2 

Modifications made for Run B included: 

(1) "Shoe angles" at ground level on each pole. (This measure was com- 
pletely successful; it prevented appreciable downward movement of 


the poles, was used in Runs B, C, D and E, and is specified in the 
final design.) | 


5 toh | 


(2) Positive means were provided to hold the top cable down to pole 
No..4. The ground slope change here caused the top cables to 
apply an upward force component to the pole under full wind. With 
the modified detail this upward component was resisted by the lateral 
guys and their ground anchors. The modification was successful and 
the principles involved were used in the computer program developed 
for final design. 


(3) All cloth panels were changed, glass cloth being used on one span 
and nylon on the others. 


(4) Hooks and pole ties were changed, the object being to determine a 
design for each ensuring that the cloth panels would become dis- 
connected before the wind caused structural damage. This principle 
hereafter will be referred to as "fused connections". 


Run B was observed around-the-clock. On the 9th day of the test, the type 
of failure we were seeking occurred. The system had withstood winds in 
the 45- to 50-mph range for almost two days with negligible damage. Then, 
under a gusty wind, recorded at 50 mph, the fused connections in span 1 
released the cloth panel, pole ties opening first and then all top hooks 
opening. This allowed the cloth panel to spread out flat on the ground, 
still attached by its bottom edge and still in fairly good condition. 


With the cloth no longer in place, wind forces on the structure of span 1 
were much reduced. Winds of 75 and 80 mph were recorded about five hours 
later, and neither the released cloth panel nor the structure for span 
No. 1 suffered any damage. 


Run B provided much information which was used directly in final design. 
The principal conclusions from Run B were: 


(1) Top fusing (opening of top hooks following the opening of pole ties) 
is the best system, protecting the structure and preventing serious 
damage to the cloth itself. 


(2) The structure proper (with the cloth released from poles and top 
cable) can withstand winds causing well over 20 1b per sq ft (psf) 
pressure on flat vertical surfaces without structural damage. 
(Sonoma County's Building Department requires that this capability 
be shown by computation also. It has been done. Copies of the 
computations can be provided by the writer if needed.) 


(3) The structural system, as a whole, was structurally satisfactory, 
although individual details in spans 2, 3 and 4 were, in most cases, 
discarded in favor of those for span 1. 

Sooo 
237; 


238 


(4) Glass cloth was shown to be completely unsatisfactory, fraying and 
breaking up under gusty wind so that particles and threads were 
scattered over a wide area. The nylon panels, selected for final 
design, even when badly damaged remained together and remained 
attached to the structure. 


(5) The shoe angles proved completely satisfactory in slowing downward 
movement of the poles to a tolerable rate. 


(6) Use of the lateral guys to resist upward components of the top-cable 
forces is satisfactory. 


Even though Run B provided what we were looking for, additional Runs C, 
D and E were made to experiment with other variations in cloth panel shape, 
pole details, etc. 


RUN C - TEST NO. 2 


In Run C, reinforcement used earlier on poles 2 and 5 was removed. Also, 
a bottom cable was added to all spans. The cloth panels were connected 
to this cable, and the cable was anchored to the ground at 20- to 22-ft 
intervals. 


Pole ties on three of the poles were deliberately made much stronger than 
the "fused" pole ties that had worked so well in Run B. The object was to 
see whether the cloth itself could serve as the "fuse". Other details 
(hooks, hook spacing, etc.) were varied from span to span and most were 
different than for Runs A and B. 


The fused pole ties for span 1 functioned properly again, but this time 
the bottom cable (in this span, of lighter weight than in spans 2, 3 or 4) 
broke, releasing the lower edge of the cloth. This occurred under gusts 
of 50-to 60-mph, and the cloth then hung "like a sheet on a clothesline". 
No structural damage occurred, showing that bottom fusing might be used 
instead of top fusing if desired. 


The value of the fused pole-ties was shown dramatically by Run C. While 
poles 1 and 2, having fused ties, were not damaged at all, poles 3, 4 

and 5 all failed in bending. Severe bending moments occurred in these 
poles when transverse wind forces were applied to them by the extra strong 
ties. 


These three poles were damaged beyond repair, being bent nearly parallel 
to the ground. However, they remained vertical below ground; they did 

not tilt and break out at their lower end. The low section modulus of 

the 3-inch pipe just doesn't provide the flexural strength and stiffness 
required to disrupt the soil in that way when embedded to a depth of ‘ 
nearly three feet. 


Sade 


The failure in poles 3, 4 and 5 was probably precipitated by a break in 
the connection of one lateral guy to its earth anchor. As a result, the 
detail at that connection has been strengthened (and simplified) in the 
final design. (Subsequent to Test No. 2, that detail was tested several 
times by the contractor at his Broomfield, Colorado, yard. The writer 
pa these tests, which confirmed the suitability of the revised 
detail. 


A new, simple top-of-pole detail was used in Run C. This detail proved 
completely satisfactory and has been copied for the most part in the final 
design. 


Following their review of the results of Run C, artist, engineer and 
contractor concurred that the most desirable construction was top-fused, 
with weak pole ties, as demonstrated by Run B. 


RUNS D AND E - TEST NO. 2 


Runs D and E involved only spans 1 and 2, the two spans meeting at a right- 
angle turn in the line of the Running Fence. With both of these Runs fur- 

ther variations of cloth panel details, pole ties and top and bottom hooks 

were tried. 


The important finding from Run D was that an improved configuration of 
pole tie would be needed to ensure that the ties would open at turns in 

the Running Fence and also under winds from any direction at straight 
Sections. The ties at pole No. 2 were positioned for Run D so that their 
hooked ends were subject to little force, while the side opposite the hooks 
received the higher force. Thus, these ties did not open as required and 
pole No. 2 was severely bent under winds of about 56 mph. 


As a result of this experiment, the pole tie was redesigned as a two-piece 
wire loop having one point of weakness on each side of the Running Fence. 
With this revised design, the pole ties function as fused connections under 
either direction of wind, and at turns or corners as well as along straight 
runs. 


In Run E, the original type of pole ties were used again, but placed with 
their hooks on the outside of the turn (i.e., opposite to the position for 
Run D). This time the pole ties opened as planned. The wind speed for 
this final test is not known, as the wind recorder was behaving erratically. 
However, the test panels and structure did withstand 58 mph winds without 
damage. 


239 


240 


TEST NO. 2 - SUMMARY 


Test No. 2 provided much information used directly in final design, alerted 
us to necessary design precautions, confirmed that the "fused connection" 
concept was desirable and feasible and allowed the artist to confirm that 
the work would meet his aesthetic requirements. 


Structural features selected from the results of Test No. 2 and confirmed 
by either engineering computations, laboratory test or component field tests 
are: 


(1) Cloth panel details -- material, height, length, shape, stitching, 
grommet spacing. 
(2) Pole size and details -- top slotted connection and shoe angles. 


(3) Bottom tie-down system, consisting of a bottom cable with earth 
anchors at about 21-ft centers. 


) Lateral guy and end guy systems. 

) Connections of guy cables to earth anchors. 
) arth anchor type. 
) 


Pole ties -- a specially developed, two-piece wire loop, sized to 
open under light wind pressures so as to protect the poles. 


(8) Top and bottom hooks -- specially designed and developed double 
hooks, designed for quick installation and shake-proof service, 
yet of intentional weakness to allow them to release the fabric and 
prevent damage to cables and withdrawal of earth anchors. 


In final design the change of air density with elevation was considered, 
so that at sea level the top hooks will function as did the Run B hooks 
at about 5,300 ft above sea level. 


The cloth panels for Test No. 2 were 18 ft high. This height allowed the 
cloth to touch the ground and drag from side-to-side as the wind shifted. 
Over the several months that the test was underway, this brushing back and 


forth eroded a narrow path along the line of the Fence. To make sure that 
this will not occur with the Running Fence in California, the height of 


the cloth panels was reduced so that the bottom cable and cloth are held 

clear of the ground for a few inches. This was shown to be successful in 
two spans of Run B. All panels for the actual Running Fence proposed for 
construction in California have been made to this reduced height. 


It is interesting to note that within four months of the end of Test No. 2, 
it was impossible to detect where the four-span prototype had been. Even 
though some construction took place during our season of alternately thawed 
and frozen ground, recovery had been complete, and this recovery took place 
during Colorado's harsh, dry summer. 


eAGre 


The word "failure" may have an undesirable ring, but for the engineers 
assisting Christo on the Running Fence, controlled failure is extremely 


important. It is through pre-planned points of controlled weakness that 
safety is assured. 


Should failure occur, we expect it to be an obscure event, hooks and ties 
releasing to allow the fabric to lie on the ground, out of site to most 
observers. No harm should come to the poles, but even if some poles were 
lost their low flexural strength would prevent them from damaging the 
ground. Anchors and guys will be the strongest of the structural elements 
and anchor withdrawal is extremely unlikely. 


241 


GayAu Miers dy, ob 
EASEMENT AGREEMENT* 


AGREEMENT made aS , between 


of whe 





; County of a 
State of California, herein referred to as GRANTOR, and RUNNING 
FENCE CORPORATION, a corporation organized pursuant to the laws 
ef the State of Illinois and duly qualified as a foreign cor- 
poration in the State of eaten aeene rests referred to as 
GRANTEE. 

In consideration of to be paid upon 
commencement of the project described hereinafter on the jemaenes 
GRANTOR, GRANTOR hereby conveys and releases to GRANTEE an 
‘easement and right of way for a certain fence, hereinafter more 
particularly designated and described as the "Running Fence," 
for the period from April 1, 1975 to November 1, 1975, over and 
‘nevoss lands owned by GRANTOR and situated in the County of (Marin 
(Sonoma) , State of California, and more particularly described 


as follows: 


(Insert Legal Description) 


242 


*Many of the executed agreements were modified in minor EBESDEEES 
as a result of negotiations between Grantor and Grantee. 


‘The right of way hereby conveyed and released to GRANTEE 
is for the sole purpose of locating, estabkishing, storing, con- 
structing and maintaining over and across the above described land 
a work of art known as "Running Fence" and includes all neces- 
sary and proper foundations, footings, and othe fixtures for use 
in connection with such Running Fence, together with a right of 
way on, atong and in all of the hereinafter described Strip of 
the above-described land. 

The aforesaid Serie eueanats across the above-described 
land and covers a strip of land 40 feet in width, which is approxi- 
mately located as indicated on Exhibit A attached hereto and which 
will be more particularly located by mutual agreement of GRANTOR 
and GRANTEE. . 

GRANTOR, for the consideration aforesaid, further grants 
_to GRANTEE the right of ingress to and egress from the Strip over 
and across the land by means of roads and lanes thereon, if there 
is such, otherwise by such route or routes as shall occasion the 
least damage and inconvenience to GRANTOR. 

GRANTOR shall have the right to use the Strip for pur- 
poses not inconsistent with GRANTEE's full enjoyment of the rights 
hereby granted, provided that. GRANTOR shall not erect or Cane eenee 
any building or other structure, or drill or operate any well 
within the Strip. 

‘ GRANTEE shall also have the right from time to time to 
trim and cut down and clear away any and all brush now or hereafter 
on the Strip which, in the opinion of the GRANTEE, may be a hazard 


243 
to the Running Fence or any of its employees or agents who may be 


involved in constructing the Running Fence; provided, however, 


that all wood or brush, if deemed valuable by the GRANTOR who 


& 


Shall so notity GRANTEE, shall continue to be the property of 
GRANTOR. GRANTEE shall not remove or damage any trees. 

GRANTEE shall also have the right to mark the location 
of the Strip by suitable markers set in the ground, but the mar- 
kers when set in the ground shall be placed in such a way or in 
such a location so as not to interfere with any reasonable use 
GRANTOR shall make of the Strip. 

GRANTEE hereby covenants and agrees as follows: 


(a) GRANTEE shall backfill any trench 
or excavation made by it on the Strip, shall 
remove any and all material (which, at GRANTOR's 
option, shall become property of GRANTOR) 
and/or equipment as shall have been installed 
on the Strip, and shall leave the Strip in as 
good condition as received (excepting reasonable 
wear and tear and damage resulting from GRANTOR's 
negligence) upon the removal of the "Running 
Fence.” 


(b) GRANTEE shall indemnify GRANTOR 
against any loss and damage which shall be 
caused by the exercise of the rights of ingress 
and egress or by any wrongful or negligent act 
or omission of it or of its agents or employees 
in the course of constructing the "Running Fence." 
Prior to any entry or use of the premises, ex- 
cept surveying, a copy of GRANTEE's indemnity 
insurance policy shall be delivered to GRANTOR. 


(c) GRANTEE shall not use said Strip for any 
unlawful purpose and will conform to and obey 
all laws, regulations, ordinances and orders of 
all governmental authorities or agencies, eae aa 
the use of the Strip. 


(d) GRANTEE shall procure and pay for, at 
its own cost and expense, fire and liability 
insurance policies in connection with the "Running 
Fence" project, such policies to be in favor of and 
244 payable to GRANTOR, and to GRANTEE, as its respec- 
tive interests may appear. 


(e) GRANTEE further agrees not to do any act or 
thing to create any mechanic's lien or claim for lien 
against said property owned by GRANTOR and to pay any 
mechanic's lien claim within thirty (30)days from the 
date such claim is made, or to provide upon GRANTOR'S 
request a good and sufficient surety company bond to 
indemnify and save harmless GRANTOR against any such 
claim for all damages, costs, attorneys' fees and 
expenses, and any judament or decree which might be 
rendered against Said GRANTOR or said premises on 
account of any such claim, matter or thing. 


GRANTOR hereby covenants and agrees as follows: 


(a) GRANTOR is the lawful owner of the premises 
on which the Strip is located, and there is no 
restriction, condition or covenant in GRANTOR's title 
to the Strip, nor is there in effect any zoning 
ordinance or other governmental statute, action, law 
or regulation impeding, limiting or prohibiting the use 
of the Strip for the use intended by GRANTEE. 


All notices, requests, instructions, legal 
Yrocesses and other documents to be given hereunder shail be 
nm writing and shall be delivered ner egnalies against receipt 
yx by registered mail, return ‘receipt requested, as set forth 
elow. 


If to GRANTEE, Running Fence Corporation: 


HOWARD No Nepsr 

Mr. Scott Hod tev WN, ERLE 

Be eee cesiic cérces HOWARD, PRIM, Mee NAMEN SK. 
Suite 4400 CANADY & POLLAK 


Chicago, Illinois 60602 650 CALIFORNIA, SUITE 2920 


If to GRANTOR: SAN FRANCISCO, CALIFORNIA 94108 


This Agreement shall be binding upon and inure to 


he benefit of the parties hereto and their successors, 


245 


representatives, executors and assigns. 

The parties hereto shall execute such other documents 
as may be necessary for the implementation of this Agreement 
and the warranties herein contained. 

‘IN WITNESS WHEREOF, the parties have caused this 
Agreement to be exeucted as of this day of ' 


19 ° 


GRANTOR 


RUNNING FENCE CORPORATION (Grantee) 


BY . 


246 


Bond Number 475288602 


PERMIT BOND 


KNOW ALL MEN BY THESE PRESENTS, That we, RUNNING FENCE CORPORATION and 

A & H BUILDERS, INC., 3050 Industrial Lane, Broomfield, Colorado 80020, as 
Principals and THE TRAVELERS INDEMNITY COMPANY, a Connecticut Corporation, 
as Surety, are held and firmly bound unto the COUNTY OF MARIN, CALIFORNIA, 
as Obligee, in the penal sum of FORTY THOUSAND AND NO/100 ($40,000.00) 
DOLLARS, lawful money of the United States of America, for the payment of 
which sum well and truly to be made we bind ourselves, our heirs, executors, 
administrators, successors and assigns, jointly and severally, firmly by 
these presents. 


THE CONDITION OF THIS OBLIGATION IS SUCH THAT, Whereas, the above bounden 
Principals have agreed to erect a "Running Fence Project" across certain 
property in the County of Marin, California, and to remove said fence by 
November 1, 1975, and 


WHEREAS, the Principals have been granted a permit containing certain pre- 
requisites, terms and conditions by the County of Marin, California. 


NOW, THEREFORE, if said Principals shall comply with the conditions of said 
permit regarding the erection and removal of said "Running Fence' on or 
before November 1, 1975, to the satisfaction of said Obligee, then this 
obligation shall be null and void; otherwise to remain in full force and 
effect. 


PROVIDED, HOWEVER, that no suit shall be brought on this bond after four (4) 
years from the expiration of permit which is November 1, 1975. 


SIGNED, SEALED AND DATED this Ist day of April, 1975. 
Attest: RUNNING FENCE CORPORATION 


Byatt SS See By 


Attest: A & H BUILDERS, INC. 


By Seth ge So nse Ai lp sla By 


THE TRAVELERS INDEMNITY COMPANY 


By 
Courtney T. Peterson, Attorney-in-Fact 


g.a. talSert, Inc. 


' ys sot vO, 08 
7 ONT THOUSAND OM LINCOLM SIDTET 
Benmvea, COLOCHABO 80303 


ARBA CODA BO3s/392-1330 


247 





(U2 191975 


ENVIRONMENTAL SCIENCE ASSOI 
FOSTER CITY, CALIFORNIA 9440 





Moe we Isy pals) S 


Gerry Wolff 

Environmental Science Association 
1291 Fast Hillsdale Boulevard 
Foster City, California 94404 


To Whom It May Concern: 

The CHRISTO'S VALLEY CURTAIN film has been produced 
and is owned by the Maysles Brothers. Christo, 

the Valley Curtain Corporation, has not received 
and will not receive any royalties and no fee 

for thats) taclimy. 

Nor will Christo or Running Fence Corporation 
receive any royalty or fee for the RUNNING FENCE 
film now in production by the Maysles Brothers. 


Sincerely, 


eas soe Je 


President 


ee 


David Maysles 
Vice-President 


DM/pld 


248 


HARRY N. ABRAMS, INC. 


TIMES MIRROR 


June 6, 1975 


Mr. Joseph Bodovitz 

California Coastal Zone Conservation Committee 
1540 Market Street 

San Francisco, California 94102 


Dear Sir: 


This letter is to advise you that Christo (Javacheff) 
has never received and will not receive any royalties from 
Harry N. Abrams, Inc. from the sale of any of the three 
books which were published by us and which are listed 
below: 


CHRISTO by Lawrence Alloway 
CHRISTO by David Bourdon 


To help defray the costs of the above books for 
publication, Christo donated to our publishing company 
100 signed and numbered lithographs, and will not receive 
any form of remuneration for them. 


In addition, Christo has personally helped to pay 
parts of the costs for the colorplates for the book, 
CHRISTO VALLEY CURTAIN, for which he will not be re- 


imbursed. He receives no free copies of our books and 
is required to pay for them at the wholesale price. 


It is my understanding that Christo has spent approxi- 
mately $1,000,000 on the "Running Fence" project. 


Very truly yours, 
HARRY N. ABRAMS, INC. 


N. ABRAMS 
Chairman 


249 


HARRY N.ABRAMS,INC.| PUBLISHERS | 110 EAST59TH STREET, NEW YORK,N.Y. 10022 | CABLE: ABRAMBOOK | PL 8-8600 


newport 


Box 163 Newport, Rhode Island 02840 


William A. Crimmins, President Sam Hunter, Guest Director 


August 16, 1975 


Ms. Gerry Wolff 

Environmental Science Associates 
1291 East Hillsdale Boulevard 
Foster City, California 94404 


Dear Ms. Wolff: 


I cannot understand the frantic objections to the “Running Fence" project. 
Newport, with its roots in the 17th Century and its minds gradually emerg- 
ing into the 20th Century accepted the Christo project. 


1974 was an America's Cup year, and at the same time 40 sculptors present- 
ed 53 works, 14 along Ocean Drive, which is a two-way road roughly 12 miles 
long and which up until this spring had minimal parking facilities. Forty- 
five million people live within 3 hours drive of Newport, yet there was no 
severe traffic jam. The Chamber of Commerce reported no obscene amounts of 
tourist activity due to Christo. 


The Christo Project, which involved many young people in its production, gc 
the normal attention modern art gets. The fact that it was dismantled in 
10 days naturally cut down attendance. But the presumed rush to see such 

a transient project did not materialize, despite the fact that it was very 
well received by both the critical art world and the public. 


The most ardent environmentalists who had loudly objected on endless grounc 
to its production, were quickly hushed by the fact that the gulls and many 
sea creatures enjoyed it. Also, before they could raise other objections, 
it was gone and the site returned to its original pristine state. 


Ms. Wolff, I know that you have met the Christos and have learned very quit 
ly to love them for many reasons, one of which is their sweet sincerity. |! 
major question here was typically, “Why?", followed closely by, "How much?' 
When both these questions had been answered, the average result was dis- 
belief. An American is a fairly practical person and he values what he 
works for. He has a very, very hard time understanding a work of art cost 
ing $25,000 which serves no practical purpose and which will be quickly di: 
mantled. It is those who know the Christos and Modern Art least who raise 
the most objections. 


Sincerely, 
vy Arne > 


250 William A. Crimmins | 
President 


WAC: cc 


Enclosure 


INSTITUTE OF CONTEMPORARY ART UNIVERSITY OF PENNSYLVANIA PHILADELPHIA 19174 






June 12, 1975 


Mr. Joseph Bodovitz 

Statewide California Costal Zone Conservation Commission 
1540 Market Street 

San Francisco, California 94102 


Dear Mr. Bodovitz: 


I have been following the artist Christo's plans for the California Coast 
with graet admiration and enthusiasm, All of us at the University of 
Pennsylvania's Institute of Contemporary Art have great respect for 
Christo's art. In fact, in 1969 the Institute mounted the first major 
American exhibition of Christo's art. The enclosed publication, documenting 
Christo's work, was published on the occasion of that exhibition. 


The Institute was extremely proud of the exhibition, for it was an early 
manifestation of a new direction for art, of which Christo is a major 

figure. Christo, like many American Artists such as Robert Smithson, Michael 
Heizer and Robert Morris, made a decisive break with the valuable, personally 
owned art object. Rather, Christo chose to by-pass the making of unique 

and highly valued art objects in order to make works that intervene in 

our landscape or the various economic, communication and urban networks 

that characterize our environment. It is Christo's desire to work in 

a public rather than an exclusive and private scale, with its monetary 
benefits that command our respect. 


For all of these reasons I am writing to you with the hope that you will 
reconsider your position on Christo's project for California. In our 
opinion, the project would be a great cultural contribution to the citizens 
of California and would draw the public's interest and concern to the 
valuable resources provided to Californians by the Pacific coast. 


With all my heart, I urge you to endorse Christo's art and allow the 
citizens of California the rich experiences provided by Christo's 
advanced vision, 


Sincerely, 

Suzapne sae) 

Dixrgct 

SD;:at 

251 

nstitute of Contemporary Art Advisory Board Mrs. Berton E. Korman Chairman e Daniel W. Dietrich II e Malcolm C. Eisenberg 


rs. Jack M. Friedland e Mrs. Donald C. Graham e Kevin Gray e Mrs. Walter D. Gray e Robert K. Greenfield e Mrs. L. Harvey Hewit 
rs. Morton Hornick e Dr. Ralph A. Jessar e Mrs. Robert Kardon e Mrs. Al Paul Lefton, Jr. e Nathaniel H. Lieb e Mrs. Nathaniel H. Lieb 
firs. H. Gates Lloyd e Dr. Paul Todd Makler e Jerre Mangione e Dr. John W. McCoubrey e Henry P. Mcllhenny @ N. Richard Miller e Robert Morgan 
heodore T. Newbold e Mrs. Donald A. Petrie e David N. Pincus e Mrs. Karl F. Rugart, Jr. ¢ Benjamin Strauss e Dr. Evan H. Turner e Mrs. J. L. Wolgin 
rs. William Wolgin e Peter Shepheard, Dean, Graduate School of Fine Arts @ Suzanne E. Delehanty, Director 

th and Walnut Streets e Telephone 215-594-7108 


YN] COLLEGE OF MARIN abla. dad Vo da lw 


Eres KENTFIELD, CALIFORNIA 94904 
Fes ini | 


Sonoma County Planning Commission Sans | 
Administration Building Room 107A SN On cose 
Santa Rosa,California. Cc a4 ae 


January 23,1975 


Dear Commissioners: 












We,the undersigned faculty members of the art department of the 
College. of Marin,firmly support the artist,Christo's “running 
fence" project in Sonoma and northern Marin Counties. 


His considerable contribution to a new vision in contemporary 
and avant-garde art is undeniable. In fact,Christo's reputation 
with this regard is world-wide. The delicate question of ecologi- 
cal damage is answered by Christo's assurance that his structure 
will be completely removed in two weeks,returning the landscape 
to its original state. We feel,in fact, its memory will serve as 
a symbol accentuating Sonoma's beautiful terrain. ’ 


We are in hopes of student and faculty participation,and the op- 
portunity to present Christo's concept to Sonoma and Marin commu- 
nities as a vital artistic enterprise. We.trust Christo's appeal 
to the Planning Commission will be approved. ; 


Yours sincerely, 
-Art Faculty members, 
College of Marin. 
(signed below) 


(NMiw kutde Bue soe eS ee 


a TN aa oe 


Leiber Ac 
Masha My rad 
ey Peeperrr" 

f aa 


Pe dy j 










“197 at fe: t; seo \ 


Mary Fuller (McChesney) 
2955 Mountain Road 
Petaluma, California 9952 
January 28, 1975 

Sonoma County Planning Commission ; 
2555 Mendocino Avenue 

Santa Rosa, California 


Dear Sirs: 


As a sculptor and writer about art, I would like to object to the construction 
of the Christo curtain here in Sonoma County. I have published articles in 
ARTFORUM, ART IN AMERICA, ART DIGEST, CRAFT HORIZONS and my book, A PERIOD OF 
EXPLORATION, was published by the Oakland Art Museum in 1973. I have exhibited 
sculpture here and on the East Coast. I cite all this to indicate that I am 
acauainted with the subject. 


I oppose the construction of the curtain for the following reasons: 


First: It 4s a money making proposition, a deal, not art. Pieces of the Shriste 
curtain from Colorado were sold to the public for outrageous prices. They had 

no intrinsic artistic value; they only had value tecause of the publicity built 

up around them. A public relations snow job is not the same thing as fine arte 

As Ad Reinhardt, the New York painter, so succinctly pointed out, "There is a 

kind of moral prestige that an artist has because he's not involved in exploiting 
anybody or involved in the values of the business world. If he does become in- 
volved in them, he becomes like anybody else and then it becomes funny." A bad jokr 


Second: It is a waste of energy and material at a time when people are hurting 
economically in this county and all our energies and materials should go into 
constructive projects that will benefit the community. 


Third: 4t will bring tourists into the county and make it into a crummy Coney 
Island kind of event, J don't think the people or the cultural life of Sonoma 
County needs this sort of vaudeville turn. 


Fourth: It's old hat already. If the county wants to be avant guard, this 
Christo is not the one to do anything. As the art critic Peter Plagens pointed 

out in his new book about West Coast art (Sunshine Muse) when he spoke of Christo’: 
work, among others, it was the swan song of the sixties and their work was 
"cumbersome, breakdown prone and esthetically unclear". 


Sincerely, 
pe AMts Fa Ce 
RS CEIVED MarsenGiiee 





JAN 26 4975 
PLANNING DeFARTMEN 


253 


Robert McChesney 

2955 Mountain Road 
Petaluma, California 9952 
Feburary 7, 1975 


Sonoma County Board of Zoning Adjustments 
2555 Mendocino Avenue —— 
Santa Rosa, California 


Dear Sirs: 


I wish to express my concern over the possibility of the Christo fence being 
allowed to deface the beautiful countryside of Sonoma County. 


I, as an artist of some national reknown in the field of contemporary art who 
has shown his work in exhibitions abroad as well as in the United States and 
has read of Christo's work in the art magazines and newspapers, find that his 
presentation to the public is dishonest and his art forms are discarded ex- 
periments of the avant-guarde. 


I believe that the Board of Supervisors of Marin Comty was wrong in over- 
riding their Planning Commission and sincerely hope that a more positive action 
will be taken against this con-carnival-Evil-Knievel-fence-ride in Sonoma 
County. 

Sati eels te 


Covet WBrer 


Robert McChesney 


er 
(RECEIVE 
Fes 104975 - 


PLANNING DEFARTMEN 
\ COUNTY OF sonom 


254 





14 Park House, 
fo 5-11 South Dowling Street, 


ENVIRONMENTAL SCIENCE ASSOCIATES ae 2033, : 
FOSTER CITY, CALIFORNIA 94404 yaney, N.S.W. Austrailia 


17th September, 1975 


\ 


” 


EGER 
ce rash | 


Dear M/S Wolff, 


Mr. John Kaldor has asked me to provide information in respect of 
Christo's "Wrapped Coast". This project was undertaken after considerable 
negotiation as the coast line involved was the northern arm of Little Bay which is 
within the grounds of The Prince Henry Hospital, a Teaching Hospital of the Medical 
School of The University of New South Wales. The Hospital is controlled by a 
Board of Directors comprising 12 very eminent citizens and the Directors gave 
permission for Christo to wrap up the coast only after stringent conditions were 
agreed upon. 

The conditions referred to included guarantees that no permanent 
damage would be caused to the headland and foreshores of Little Bay; all 
fastenings, structures and material used in the project were removed; necessary 
reclamation and restoration would be effected; no damage would be caused the 
environment on the headland and the foreshores and any funds raised from viewers 
would remain the property of the Hospital. The headland area was rocky with little 
native vegetation, but what vegetation was there was unique in that it was one of 
the few remaining stands of botanical specimens typical of the Botany Bay area 
which would have been catalogued by Sir Joseph Banks, the botanist who was a member 
of Captain Cook's expedition. Assurances were sought from qualified botanists and 
other experts and the advice given was that there was little likelihood that any 
permanent damage would be caused. 


The project made an impact on artistic circles in Australia and caused 
a good deal of controversy both for and against. Opinions were expressed on many 
grounds - artistic merit, conservation, waste of money, environmental damage. At 
the time of the "happening" I was the Chief Executive Officer of The Prince Henry 
Hospital and two other hospitals of The University of New South Wales, and in this 
position I bore the brunt of the negotiations with Christo's sponsors and my Board 
of Directors as well as the groundswell of public opinion. 


In reply to the questions asked in your letter the following information 
is provided. 


iS Approximately 29,000 people paid to view the project after it was completed. 
Two or three thousand members and visitors to the Coast Golf Club would have 
visited the area during the period of construction, and after completion 
(the Coast Golf Club is located directly opposite the site of the "happening") 
many thousands of people visited the area. At the time, The Prince Henry 
Hospital had a work force of some two and a half thousand and I would estimate 
that 90% of these people took the opportunity of viewing Christo's work during 
construction and after completion. I would estimate that at least 50,000 
people viewed the project at some stage or other. 


The period of time was about two to three months ~ the period of construction 
and that of completion. 255 


Zi It would not be possible to indicate from what distances the viewers came 
except to say that they came from an area of 30 miles plus around Sydney. 
It was a "happening" and it became the thing to go out and see it at the 
weekends. Visitors to Sydney would have made it a must to view the project 
and they would have included people from the country areas of New South Wales 
and the other States of Australia. I have no information as to people making 
special visits from long distances but no doubt some would have done this. 


The main viewing was from the land but many people did view the project from 
the sea and a few from the air. 


3. No impact was made on the general environment by viewers. 


4. The Hospital received about $4,000 from charges made for inspection. Had 
the weather been kinder and the "wrapping" not destroyed by southerly gales, 
I would estimate that an income of $10,000 might have been received. No 
property sales resulted from the project. 


As to the impact that the "Running Fence" might have on the coastal 
area of California I can only hazard a guess. Had the weather conditions for 
the "wrapping" been more favourable I would have thought that about 100,000 people 
might have visited the site during the period of construction and after completion. 
I believe Christo's new artistic expression is to run some 20 miles inland from a 
point on the Pacific Coast - the same ocean as the "Wrapped Coast''. One would 
expect that viewing would be at many points. I can see many people leaving 
without appreciation of the message from Christo. 


-In conclusion might I say that I have no views as to the value of 
Christo's art. The venture was recommended to my Board of Directors by Australian 
artists of good reputation, both orthodox and contemporary, and on reflection it 
was great fun. 


Yours sincerely, 
Lo 6 ez a Prue 


Jack Clancy. 


M/S Wolff, 

Environmental Planner, 
Environmental Science Associates, 
1291 East Hillsdale Boulevard, 
Foster City, 

CALIFORNIA, U.S.A. 94404. 


256 


Museum of Contemporary Art 





ECEIVE|) 


Mr. Gerry Wolff : : fUG 291975 
Environmental Planner E IME 

Environmental Science Associates Ce peat seeteag 
1291 East Hillsdale Boulevard : 
Foster City, Ca. 94404 


Dear Mr. Wolff: 


In response to your letter of August 12: the attendance for 
+he Christo exhibition at the Museum of Contemporary Art, 
from January 18 to March 2, 1969, was 13,964. However, 

+o this number you should add a much larger but uncounted 
group of people who saw the wrapped museum exterior but did 
not come to the exhibition i e the building. 


Si Be os 










257, 


237 e. Ontario st, Chicago 606n, Wh 3-7755 





AUC 1975 


ENVIRONMENTAL SCIENCE ASS 
FOSTER CITY, CALIFORNIA 941 


THE First NATIONAL BANK IN RIFLE 


4 


IF LE, COLORADO 


ALLEN R. KOENEKE 81650 


258 


PRESIDENT 


July 30, ]975 


Jerry Wolf 
Invironmental Planner 
Froster City Office 
1291 E. Hillsdale Blvd. 
Froster City, Calif 


Dear Mr. Wolf 


I will attempt in the best way possible to explain to 

you, the experience we had with Mr. Christo, during 

the time he was in Rifle and had the hanging of the 

Valley Curtain. The answer to #], the highway situation, 

the Valley Curtain did not face the highway, as a matter 

of fact, the highway went under or through the curtain, 
however you wish to phrase it. This is a small county 
highway, that was never heavily traveled, located 
approximately ]0 miles from the city of Rifle. To 

questions #2 and #3, because of the size of our city 

and the location where the Valley Curtain was hung, it 

is extremely difficult to estimate the number of people 

that actually viewed the Valley Curtain. You are correct 

in understanding that the curtain hung for a period of only 

28 houss. During this time, there were many many people in 
the area and I am sure that had the curtain hung for a long- 
@ period of time, the traffic problem would have been quite 
unique. From observation of people in the area, we had people 
from as far away as Illinois to east and California to the west. 
Naturally, again because of the short duration, it was diff- 
icult to say what would have happened had we had the full time 
expanse that we were anticipating. The answer to #4, what 
impact did the Valley Curtain viewers make on the general 
invironment, absolutly none. The area now is the same as it 


page 2 


Jerry Wolf 


was prior to Christos hanging of the curtain. The answer 

to #5, the economic impact, certainly, the tourist income 
was negligable and I can see no correlation between property 
sales and the hanging of the curtain. 


During the twelve months plus that we dealt with Christo, 
the relationship was excellent. The group was very co- 
Operative with the City of Rifle, County of Garfield and 
the State of Colorado. I don't feel that you could have 
had a warmer relationship or people who were more willing 
to co-operate in any way shape or form possible. There 
were certainly may skeptics and many people who were 
dubious of what would happen to the environment and to 

the area, if the curtain were hung in the Rifle area. 

A group of us went to the governor of the State, explained 
our position and thus we feel that we helped Mr. Christo 
to get the permission to hang his curtain. I, again, want 
to emphasize that if my answers seem vague and sketchy, it 
is because of the problems that Christo encountered with 
the wind, thus we just were not able to come up with 
questions that you need the answers for. Again, if you 
need any further information, please feel free to call on 
me at any time. 


en Somer ie 


- 
f 


Cif ae te $s 
Allen R. Koeneke 
President 


ARK/ce 


259 


January 8, 1975 


Sonoma County Flanning Departinent Res Christo Running Fence 
2555 Mendocino avenue parte, (0). Project 
Santa Rosa, California 


Gentleriens 


Regarding the above referenced “Running Fence", here ere our 
comsonts as per your request; 


1) TRiFelC: Wa, the resiuents of Lechaa Road, now have between 
1800 to 2000 cars and trucks passing our homes each uay on their 
way to the dupe We foel this is excessivee Will Mr. Christo's 
fence bring still nore? 


2) VInws While the "i'ence" way be art to soae, the view we now 
kave of the Somona IMiountains and surrounding countryside is wore 
desirous to use The fence will cross the apex of the hill directly 
behind our homes and 18! of white nylon will obliterate our view. 


5) ENVIRONMENT: So the HPC finds that the "project will have no 
substantial environnental impact." \We wonder if the deer and 
rabbits feel the sais way? 


4) PRIVATiG PROPERTY: From our understanding of where the fence 
will run, the acrea,;se behind our homes is the only unfenced private 
property through which it will pass. Where do you suppose people 
will go for a close-up look at it? Who will guarantee and protect 
our privacy and property? One of the lenes leading to the land 
behind us is Warabold Lane; it now is full of chuck holes and barely 
gravelled from the scant traffic it now receives. What will happen 
to it after two weeks of sightseers (not to mention the construction 
crew.) 2? VHO will repeve it for the \Wanboldd use? 


5) NOTIC“YS: There is OliE notice of the public hearing posted in 
our area (on the pole at lMechan Road and Wianbold Lane) and several 
home owners On Mechan Road did not receive your postal card with 
the information regarding Mr. Christo's fence. 


If Nr. Christo's fence is approved and built, will you Llease 
vrovide us the nare and telephone nwaber of who we should call for 
hele when the traffic, intruaers, noise and dust become unbearable? 
(\ie now must wait for a sheriff's daputy to come from Santa Rosa 
and by the time one arrives, our emergency is long past.) 


Thank you, in advance, for a careful consideration of our 
situation. 


260 a = fio, TT ign s: 


= epee eee ey aie oe we 


Mr. and hirse Komald L. Rayniond 
Oly ee road , 
Pataluna, Caltlornta 94952 


POINT REYES SVATION, CALIFORNIA 4955 


“President Vice Prosid 
ten @ Cresidout 
WALDO GIACAAIMI LOUIS ALGINI 
Point Keyes Station, Calif, Volley Ford, Catif, 
Felephone 663-1231 - hector: fiirectar 
BON ALG ic hSAAC VALLIAM BARIUM 
Olina, Ceht. Potahsag, Celif, 


January 135, 1975 


jis. Kethleen HE. Ohlson 
gnvironnental Planner 
itarin Co. Civic Center 
San Rafael, California 94903 


Dear his. Ohlson: 


Secretory 
WALTER &. WEYMAN 
Marsncll, Calir, 
Recording Secretary 
ULLA McLEAN 
Point Reyes Stction, Calif. 


G. 2S 
= . 

sal or 
eo. ED ot 
Ga === 

ot® wus 253 

2-4 poy oy 

RS 2a 8 
Nea 

Gwe 

ui lime) ee 

wo — >» ™ 

spy Sn 
=- 1 
ea 
“ sin 
=.) wre 
ai may 


At a regular meeting of the Board of Directors 
of the Warin County Resource Conservation District, 
hela on danunary 9, 1975, the Directors voted to oppose 
the Christo Running fence project in Marin County. 


The effects would be detrimental on wildlife and 
@ sfreat fire hazard to the whole area, if constructed 


during late smremer, (Greet soil erosion wouid 


also 


occur by equipment used in constructing end removing 


' the fence. 


Respectfully yours, 





fn “4 
Vt an 
Valdo Giacomini 
President 


VWG/um 


ce: Werner Von Gundell. 


261 


“oe are or.ased to Christots Runaing Menea, becavse of the 


detrinantal oyviaat ik will have on wildlife. ‘Inen this fence 


is pat up, dear «ill not be stle to move around in their natural 
habitat. If decs wil’ Mneiry Payne era caus ht on the wrong side of the 


teagpocvater source it cowl be very rougn on thea, 


2 


fenes, fro: 
hacoine toes acy nol Pind ang waver. nds was fly, ainital va! 
white curtain, ecvectally sal) virds, like quail, which Ealiy, 
lower thar elipidecn fret, hero will Le.brosen nectsa snd wings 


so thore will eo wounded omd dead birds just like there were 


the Santa veryarea oll coo. The other thing i: the Cire 


sain 
i4 wo) be built in the noxnt 


a 


Rasardectinaa, Venn eI) reac 
riqieal tise ao, tne year Vor fire, ani wis ants. 7:0 OUT 

quettion in 1% this curtain made out of fire proor aaterial? 

Otnerwise with ceveral wiles of curtain strung toyecher and 

sonevody devider: to have a little extra excitement and light= 

= match to it on ea windy nizht there will ve Yencet, barns, 

wildlive and Vivertosck bua up and possiuly even hones. Vnaere 

is a xeal Vire orlentisl just From having a lot of extra people 

in tue area. “o abl Marin. county rill get out of tatiis Senco vill be 
a lot o° broven botiles, cua, end a lot of conge-titon Oa we | 


coals Crom wiles Tease, Ins Cow.ission cacen 1 west ey growth 
PUGS aay ES Coury OMMAMe: OL Ung Sasso yl osc Ge LONGUS. Geen = 


‘Way. 


Sincare ly 


rriends of “Vildlite 


‘a ~ 
ot -s 
~ r 
Oo 
Leap aps te} 
¢ ‘ . 
== 
—_— 
Np eae 
fy ‘ 
0 ar) 
oo emotes 
o wh sg 
et ss 
~~.) cas = 


262 


256 Alma Drive 
Rhonert Park, CA 94928 


February 4% = 
RECEIVED 
Fe eins) 4 


PLANNING DEEARTMENT | 
COUNTY OF SONOrE: | 





Sonoma County Board of 
Zoning Adjustments 
Administration Building 
2555 Mendocino, Avenue 
Santa Rosa, CA 95404" 


Gentlemen: 





In the matter of "The Running Fence". 


Unfortunately, I must attend a conference out of the state on February 
43, so I cannot attend the hearing scheduled, according to the article 
in the San Francisco Sunday Examiner & Chronicle, for that date on 
this matter. 


As one who frequently drives between Rohnert Park and Dillon Seach, 

I would probably see this fence, if installed, more often than neces- 
sary to appreciate its engineering and artistic aspects. At the risk 
of being called an unthinking Philistine, I must say that from the 
air I suspect the project would resemble a gargantuan roll of toilet 
Paper unfurled across the pleasant dairy lands. 


However, I should like to raise certain questions concerning this 
project, inasmuch as it is estimated it will cost a million dollars. 
What kind of fabric is to be used, and what will happen to it as the 
Wind and vandals work it over? If this is fabric based on petro- 
chemicals, we simply cannot afford to waste that much material. Or 

is it to be removed after a set date and put to other uses? If the 
builder so stipulates, that may be an acceptable requirement for a 
permit; even if the fabric is not made of scarce materials, it is 
still too wasteful to abandon the material after it has served ‘its 
evanescent purpose (a 20-mile strip of fabric 18 feet wide would be 
more than 1,900,000 square feet, or over 43.5 acres of material). 
Certainly we cannot seriously consent to a project which will result 
in sheets of fabric ripping off and blowing about the landscape to 

be draped over the cows and fences of the countryside. The project 
will also involve posts and steel cable. What is to happen to this 
material? Or has there already been an agreement that these items 

are to go to the landowners concerned? Should there not- be a require- 
ment to remove the posts and cables before permitting such an artistic 
experiment? : 
In short, I would recommend that approval of this project be conting- 
ent upon salvage and removal of all materials after a stipulated date. 


Very truly yours, 
i Wher 263 


Joel \W. Hedgpeth 
\ 


JWH:bl 


Seo 20 Nita were 
7 $ ¥e ‘ . see see BOL ; = = ty ' Bigs, . ‘ 
eect ATLL] Rohneve Park, Gh Shve 
Cintas hs Bait hanehva LOGS 


eral h \ apes 

fac Hao B75 

North Central Reyisnal Coast Commission 
L050. Wortiiguie - -  wlisce 230 

san Itafuel, Califurnia 96903 _ 


Gentlemen: 
subjects . The Ruining Fence 


After seeing the Corps of Engineers! public notice 75-315-053, concern- 
ing the Running Fense project, 1 must disaqree with them thot the pro- 
ject does nut vequire an environmental inpect report. lot only is there 
danner Gf causing serious chenges duving actual canctruction of the 
fence, there is the perhaps even more sexiuus aspen’ of schaulating une 
necessary rout und vehicle traffic (especially motorcycles) an the sea- 
ward slopes a& the nuubh of the Estero San Antenio in coastal Marin 
County. Une must beer in mind that if this project is carried gué in 
September, toward the end of the vry season, its effects may not Lecone 
apparent wntil well into the following rainy season. It is posslbhle 
thet the activity vould eventually cause a luidslide that would occlude 
the mouth of the Estero. “os 


It is my understanding that the instigator of this project is promising 
to restore the land to its original condition oftecuards. This suggests 
to ine. that he is not auure of the dangers of operating on these steep 
seaward slopes, that, for exnaple, a post hole nay sbart erasion that in 
two or Lhree cnsusng wet seasons could become a serious nully in the 
Nilisice., The prapusal to secure the last (ar first) section of the 
Fence in the sea a fow hundred feet offshore with a 1,,G00-pound anchor 
Sand guy lines is impractical. The sea can be very rough here, and the 
whole business may shift within 24 hours, dragging cables und posta 
cAtTOUAS in the sca, unich could uidanuger Tisnusnen and skin chvere aa 
weis us sitdil crati that would venture nearshure. : 


It is abvious to me thot in order to protect the interests af the people 
in an unssarred coastal environment, this project should not be approved 
without an environmental impact study by competent qeolonists and soils 
specialists, and that restrictions should be placed an the kind of public 
access to the area, bearing in mind that one of the alleged benefits of 
this project is the stimulation of visitors to see the fener. This could 
be especially dungerous to the unstable coastal environment because of the 
significance placed upon the seauard end af the fence by. the instigator 
of the project. Any circumstance which would stimulate a large aunrega-- 
tion of people on these slopes should be uvoided; it is quite possible. 
that plans for a rock music demonstration are already being consiuered. 
Such an event could Leave scars on the lindscape for qencrations and I 
recammend that if the fence is opproved that access ta view it beyond 
regularly paved roads within the jurisdiction of the Coastal Commission 


264 





’ “+ fe 


2 deg - Hortiy Gost Reghoncd Caast Gusmisnios - 3/26/75 


Wise 
he restricted to fous ten?fis end vievinn from cenit offators.  Nersanily, 
any gimen cotivity dostd be mich wore shan the "ainer efrart oF ns sit 
pe iomik effert en the quality af the lun envircrsent" suegesicu Lis 
the publi notice of the Gurus oF tnigirvcears. 


clithis 
cos 


Very truly yours, 


OVI ul. - Hedy wieth 


ki 

Eeiieihiolden shi tele dee 
LAY MOUs) econ e223) (isis eee tates eee hen ainesiiereat 

Hoihny C8 ane Hara Gey nm GemaLGN, Och hangel 
Jase) Ee iki iva ez, ne Sea Cammienien, Sen f Lancseeer 
Felix Ee Gabba, Rae) Gece) saad aig all oil exvelsen? ery otcodee ental 
Kenneth Stacking, Denk. af Vielouy, Sonoma Siete Colless, Rot 
Ealtar, fun Rararl indepenadait Juurnel, San Rareel 





Ciatian, Dillan, Beach, California 





wu 


pare Park 


265 





1 29, 1 TUR a Yaet sane? vs a 
Naa Ae ah 
q us By iu 

















ESA-EIR-1975 
December 12, 1975 
Volume 2 of 2 


Addendum to the 
Draft Environmental Impact Report 


Comments and Responses 


RUNNING FENCE 


Pari 1s - 
Written comments on Draft EIR received by 
November 26, 1975, and responses thereto. 


Part 2 - 
Transcript of oral comments at BZA Hearing, 
December 3, 1975, and oral responses. Late 
written comments. 


Prepared under contract to the 
SONOMA COUNTY PLANNING DEPARTMENT 
Santa Rosa, California 


Environmental Science Associates, Inc. 


1291E. Hillsdale Boulevard Foster City, California 94404 415/573-8500 
1390 Market Street San Francisco, California 94102 415/552-4775 
8725 Venice Boulevard Los Angeles, California 90034 213/838-2221 








PART, 1% 


WRITTEN RESPONSES TO WRITTEN COMMENTS RECEIVED BY NOVEMBER 26, 1975. 


I. | INTRODUCTION 





This part of the addendum to the Draft EIR on the proposed 
Running Fence contains all written comments on that document received 
from public agencies, private organizations and individuals during 
and following the review period (through November 26, 1975). All 
these written comments are presented in Section II and are fully 
answered in Section III. This Addendum responds to comments on the 
Draft EIR, as opposed to comments on the project per se. Nevertheless, 
all correspondence received is reproduced in Section II; some of the 
attachments to the commentary (or portions of those attachments), which 
add no relevant information, have been deleted. Section III (responses) 
was read into the record at the Board of Zoning Adjustments hearing on 
December 3, 1975. 


Part 1 of this Addendum must be read in conjunction with the Draft 
EIR if the comments and the responses to them are to be fully understood. 
Each piece of correspondence in Section II has been identified (at 
the top) with a letter, from ''A'' through "'N''. In an effort to prevent 
confusion, the letter ''I'' has not been used. Within each piece of 
correspondence, each individual comment has been identified with a number, 
placed in the left margin where possible. The responses in Section III 
appear in sequence; that is, commentary ''A"' is responded to in its 
entirety, then commentary ''B'', etc. In the response section, comments 
are identified by designators such as ''K.13", corresponding to the 
identification of the comment in the correspondence as received. 
Where necessary, the comment is paraphrased, and the response follows 
immediately. 


*Part 2 of the Addendum contains written comments received after 
November 26, 1975. Also, it presents pertinent pages from the tran- 
script of the Board of Zoning Adjustments hearing on December 3, 1975. 
Specifically, it presents those pages containing (1) responses to the 
late written comments (post November 26, 1975); and (2) oral comments 
my Board members and members of the public, and the oral responses 
thereto. 


II. COMMENTS ON DRAFT EIR 


— 
. : Ste a 
are. ae A 267 Cevedale RG Sonore. Co 95470 


Naverat eye: aS 


Sonoma Csuntrv Board of Zoning Atjustnents 
2o99 Wena vein sve 
Sanits Poca, Gallant. 


DSA esi. 
Once esein, es a citizen of Sonoma Covnty, 1 am ested 
by the Kunming Fence Cowsittee ts cvrotest any reonening of ne-= 


potietions on the crrt of Christo of this abomination ageinst 


aes 
i 


art -nc ‘environmental corruption, I wndarstend there is e meetin: 


2) 


On Decerocr Srdi et “sate Fose, at wv ick “Christo will ack for - 
“str = 2t excension jn t’.e far: of a net anrliceticn to avoid 
Bertier iti sation. 


Ascorcinely, = Carbon of thie Weesser coes to the 


a 


Boeso of Surcrvisors, wiicn hae te dass on the use cer it, tio. 


i cee you t> ce ell vou cas €> stop this: Aappeni ae 


S2ncescly yours, 


(a> —— } (: eee 
[ee eS ~é vi 
Ruth L Corey ; E 





RECEIVED 


HOV $6 19/5 

945- Wir. 
PLANNING DEPARTMEN 
COUNTY OF SONOMA 










Gress ardent as Bi oraiOl eer -ee RLU ees on) cat cans toe 
4 317 becham bccu 
Fotelumsa, California +492 


hoverver 5, 1975 


Sonoma County board of Zonin: /.djustien 
2535 Nendocinoe Avene 
canta Kosa, California 


DO Or REMOVE 
Deer pourd Lgioors: wit a ly a ill 


This latter is written in an attempt to save sine tinceevota yours ann Gere. 
at the public hearin: on the inning sence, to expialn who re are tiu v'iy 4 
ere @ppeaing the fences 







(ur cosmittse ls mace up oF local people, prinrerily; scuie cl us nra concerne 
nbimt tie invabion of .rivacy thst the fence will calwe vs As it rivet ser vu 
“"homaSe Lose oF ve ere vitaliy concerned about the trerfic ina crovus tot & 
uescand vpon Lonome County es a whole, exposing much OF @P x riculturcl ere 
to essures that would not ortiinsrily exist, to aevelop into suuvther 2 wit 
clera (ounty or Los Anvolese Sone of our me.bers ars w'tiste, weve perncna 
cawiitnonts to the fine corte nake thia commurcin) aleplay vory wWltrseteirle 
wud, nective environr-sntalists whose concern in for the Druin ema ell Giver, 
t im Se 


#8 you .rovsbly know, cur carmittes took tie ise of mn lik on the fence to 
courte ica von tw Euperior Court rulinz, with C:.0 cuize Lavin; that a proie 
of this e326 and natures hea the potentint tor suverce and ei:niricrnt enviro 
vental cm:acog they won t'o appellate cot decision, with thet court earhi’ 
tre Lvjoricr Curt could net have 20 rulad without tho ontire savinisire tire 
recorde 49 BOnId have appealed to tro Ciliiornia Caprose Curt, but elas 3% 
Isck of funds and & Competent Levzer stopped use 


Lo, thwy ere beck to you, Eid in hand, *to avoid further liti, ataon™ ss ©:. 
jlanser wordsG ite toa aro alee Dack to you, tit!) the wae cvisetiont, com 
und iactse 


7 


caless thes have come up wlth a rhole ner sat oF coretitions, nun. a those pes 
cng OL -rantln, thoir iionitors suthority, their sracmr eit os Une Conmudtiomas 
Ab, ul Lust, Subject to disputee an the ratter of crowd Counted, there -va 
3@0 Goto herremious exmivlus thet ie is inporsibls to Cucvrel Crovusee 
-pousbocsyg the zltasent noek Pe-eativals Senta Cru:ts July ©, 1974, iireter:s 
Jiening that ecrusea Gonta Cruz to alecontinue t'e uls:layb  wermanantly, hes 
masor rerio :iven vac thet enemvency ograjiscent cuctd not respom: procrlye 


funnin  sopce Corporstion asaimes thet peoile can be cuiutrollods people ers 
uocredictavple, especially in crowise 


wany Of the conilticns are to repair enviromental et “e dter an coours, 
eri oF era erg nt-teri te to miti ste Gazarege CAN VO eFjne6 bOnUne COlts 10 
these ann.ors? . 


petal ow ONE wlll be nble to travel to Congas Cunty elthad viewLae the bere 
19 us fs tris is like relizion=-sameone else's idea shovdd net be soreec on ans 


vary truly yours, 






TATE OF CALIFORNIA—RESOURCES AGENCY EDMUND G. BROWN JR., Governor 


ALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD— 
ORTH COAST REGION 


}00 CODDINGTOWN CENTER 
ANTA ROSA, CALIFORNIA 95401 
yone: 707—545-2620 


November 10, 1975 


F PLANNING DEPARTMENT, 
COUNTY CF CONOMA 





Mr. George Kovatch, Planning Director 
Sonoma County Planning Department 
2555 Mendocino Avenue 

Santa Rosa, CA 95401 


Dear Mr. Kovatch: 


The water resources section in the draft environmental impact report 
on the Running Fence has been reviewed. 


We believe that the mitigation part of this section could be 
strengthened by referring to or citing the Regional Board's "Water 
Quality Control Plan, North Coastal Basin 1-B", which sets forth 
special waste discharge prohibitions for nonpoint sources. The 
prohibitions are paraphrased below: 


The discharge of soil, silt, or earthen material 
from any construction or associated activity of 
whatever nature into any stream or water course 
in the Basin in quantities deleterious to fish, 
wildlife or other beneficial uses is prohibited. 
Further, the placement or disposal of such 
materials where they could pass into any stream 
or water course in deleterious quantities is 
also prohibited. 


Returned herewith is the copy of the Running Fence environmental 
impact report, which you sent for our review. 


If you have questions concerning this subject, please write to 
Ronald Church, Environmental Specialist, at this office. 


SONOMA COUNTY Sincerely, 
PLANNING DEPT. riled. 


i Executive Officer 


A mh aya aK at ia “ay ae ; oa 
oe fy ff é i a 
& nce i » A ae Chae a4 
riser ED =. + isd Gal MTS 
Sy sd x ee “a Tear og i= 
i = ‘st A ; xh re y 
t. re “em a 
< r 1 Bc x «i 
Bea Ge, cds Nisecigen) Sy. fie) alin hd 


UNITED STATES DEPARTMENT OF AGRICULTURE 
SOIL CONSERVATION SERVICE 


4226 Petaluma Blvd. N., Petaluma, Ca. 94952 


November 13, 1975 


Sonoma County Planning Department 
County Administration Bldg. 

2555 Mendocino Ave. 

Santa Rosa, Cae 95401 


Dear Sirss 


After reviewing the Enviromental Impact Report of the Running Fence, 
I feel the report sufficient and well presented. 


From a soil erosion and sedimentation point of view, the greatest 
hazards seem to be from fire removing the ground cover and causing 
erosion and resulting sedimentation as a result of winter rains fall- 
ing on bare ground. 


Respectfully, 


af, es iL a% zs Cees, 


CHARLES E. SWISHER 
District Conservationist 
Petaluma Field Office 


SONOMA oe 


Ley (ao ioe = 
Set, ay PLANTS De 
" oe (7, ay a) 
Noo 
; : 6 Pema a 
\ C i‘ ia 





DEPARTMENT OF THE ARMY E 
SAN FRANCISCO DISTRICT, CORPS OF ENGINEERS 


100 MCALLISTER STREET 
SAN FRANCISCO, CALIFORNIA 94102 





SPNCO-R 14 November 1975 


Mr. Thomas E. Cordill 

Sonoma County Planning Department 
2555 Mendocino Avenue 

Santa Rosa, California 94501 


Dear Mr. Cordill: 


Inclosed is your copy of the EIR which you requested 
be returned. As I am leaving the Corps for 

another job on November 14, 1975, I do not have 
enough time to suggest official comments for the 
€OEDSE 


4 May make comments as a private citizen at a 
later date. 


Sincerely yours 


Wee See 


Thomas A. Stone 


64 a0 OMA COUNTY unctions ranc 


aes Dp 
Pian eae bet i 


=ale cca Ga 
tee 


ee Maya oS = fen i 
\ : = Ss on Oe me ue ee 


Nos Segre 


pei ers) ase ie W 


at Bi aa 


gp tes OS 


DO KOT REMOVE 








RECEIVED 


HON tes 1975 
















PLANNING DEPARTMENT 
COUNTY OF SONOMA 





Keep Freedom in Your Future With U.S. Savings Bonds 


Jerome Tichenor 





AFFILIATED WITH : Y gwiwer goch 5660 MONTECITO AVENUE 


society for the prevention SSN TA DROSS) | CALEORNES aaa 


of progress 15 November 1975 


Sonoma County Planning Department 
Board of Zoning Adjustments 
Santa Rosa, Calif. 
Gentlemen: 
Draft Environmental Report for Fence 

In view of the number of ik letters and references casually mentioned 
in the text, and the aston gly inadequate section on "Lwgal History of 
the Project" without a mee precise date, it is not surprising that 
the opinion of artists not in favor of the project are inadequately re- 
presented. in particular the opinion of men of letters (of which I am 
one) is not represented. Accordingly you will find enclosed a poet's 

opinion of this project, which I suspect is not entirely unimown to the 


applicant. 


Very truly yo 
SONOMA COUNTY 7) hye 
PLANMING DEPT. nw / 
CMP Eee nA 7 if 


espe ey ca uns aS pea sig Ras yin = Pla eae, ovony 
ek : ‘ JPY [ (pee 


coca Ste, fate 


mo eo Ts 2 MOVE U ee 


PLAN: MG Doers Tete 





COUNTY OF CO0OSK 





According to bardic tradition, the first environmental impact report was submitted by a delegation of squ 


Blin ac afrydd yw’r pyfraith, Odious and hard is the law 

mae’n boen i’r gwiwerod bach; and painful to little squirrels. 

mynd ar lawndaith i Lundain They go the whole way to London 

a’u bloedd a’u mamaeth o’u blaen. with their cry and their matron before them. 


Y gwiwer yn e-lyn y byd 


ON TOP OF OLD HOKEY 


Across old Sonoma 
and into Marin, 

A fence of white nylon 
will take us all in. 


For some twenty-four miles 
4t will drag o'er the land, 
And qleam like fresh laundry: 
how utterly grand! 


About forty-three acres 
of cloth it will take; 
Can this be esthetic, 
or a silly mistake? 


‘Twill ve like T-pcper 
spread over the hills, 

A sort of reminder 
to take the right pills. 


Right over the hilltops 
and to the seaside, 

The fence will be flapping: 
tne landscape will slide. 


‘Twill last but a fortnight, 
wnat harm can that be? 
But even a moment 
is too much for me. 


They tell us we're skeptics 
who don't wknow what's art, 
And that we're all actors 
and each has a part. 


We're cll in their caper 
and have no escape; 
Relax and enjoy it, 
and smile as the, rape. 


Cur gallery pundits . 
claim that it's great art, 

Hut it's not as much pleasure 
as an elegant fart. 


Our brave and proud sentors 
fear to be made f.ols of, 

So they lean so fir backwards 
they make themselves tools of. 


Our government botii’:s 
are cowed by te iia, 

And think all that nyle 
will be a great shou. 


The farmers are promised 
all sorts of rewards - 
TV's and white nylon 
and flattering words. 


The skeptics are certa:- 
it's not forjcrs sane, 

That the whole dizz. 2roject 
is only a fake. 


The multitudes singing 
in praise of Christc 
Are telling the skeptics 
just where they can cc. 


He's hung his odd «.urtains 
by mountain anc sea, 
But never did much 
to impress you anc i.c. 


A million fat dollars 

they'd spend on t!i.. farce; 
What they need most of 311 

is a kick in the arse, 
This fence is offensive, 

what more can we cai 


Than Christo, you *: .2., 
just go far away. 


Jerome Tichenor 


SONOMA COUNTY 
PLANNING DEPT. 


TEICIAL 
FILE COPY 
DO NOT REMOVE 


o fe ah 
en 


pokok 





(soil) 


bp 
rat & 


JOMA COUNTY 


a3 


oy. 


a} es uiet ae 


* “3583 Mendocino Ave 


- finally got her by the throat). It is a matter of considerab 


eae 
ee ie |, JOEL W. HEDGPETH : 
566Q Montgcito Avenue, Santa Rosa, California 95404 * Telephone 707-539-1267 | 
‘ ENSYRONMENTAL AND EDITORIAL ANALYSIS | 
eA * te heed am 

si oe 16 Nov 1975 


{ 
geal dining Adjustments | 


 Songina Gpiity 


4 


ay 


Santa Roga, Calif} 


Gehtlemen: 


environmental impact Report, Running Bence, 
terrestrial phases. 


With respect to those aspects of this project involving a fence across 

the hills of Sonoma County, I am disturbed by thw high breaking strength 

(to withstand winds of 60 miles per hour, or approximately §0 knots) pro- 

sed for this fence, The sample of nylon cloth inclpded with some 

but not all) copies of the EIR indicates a type of cloth that should 

catch any wind, and no sailor would keep his sgils up at 50 Imots. All 

tests of this system, evidently, were done in “ olorado, hot under con- 
ditions of the coastal winds of the "Petaluma Wind Gap", and, more sig- 
nificantly, of the s#fkl conditions of Maring and Sonoma counties in the 

area to be traversed by the fence. Since adequate eonditions in this —v& st 
envirqjment will depend pn wind conditions, it will be necessary to to wait for 
the right conditions to be certain that possible environmental circumstances 
will not uproot the ports and induce unfavorable erosion’ patterns in the 
local environment. I think that we should demand that test cores be made of 
every possible site location for the fence poles to demonstrate that 

thet there is, or is not, adequate conditions for the posts and for the 
anchoring cables, or whether some of there areas may not on unstable 
surfaces near veepage areas or overying contacts with und rocks, etce 
The reel issue in this application is not the s~hemergl nature of this work 
of "ort" but the events that may be ~-* © motion long after the entrepreneur 
has exulted in his trivmpijon ++= TC programs, sold his books and depa~ted 
f~om ovr midst. Rape is an all or none provosition. 2nd, as the late FDR 
remarked in another context, there is no such thing as "just a little prer- 
nancye” 


As @ personal matfer, T mst nrotest that my name has been taken in vain 

in @ number of places in this EIR. On page 3%, for example, there is a 
footone reference to 4 .etter by Ms Azevedo CYakiman (Chairperson?) of the 
North Central Regional Coastal Commission to me under the date of Jne 26, 
This letter is not included anywhere in this EIR, and since it was also 
pub,ishei in the Pouft Reyes Light, I think it should be inclyded. Nor 

is my reply to the lady (who apparently cheerfully accepts her designation 


as the Red Queen without remembering what happened to the Ree spcees ghen, Alace 


that on the same day that Ms Azevedo wrote her rather petulant and prejudiced le 
her commission camemto a diambprically apposed dediaion thet evening by 
endorsing the application for estuarine sanctuary s atus for this part of 

the coast. Is the lady trying to have it both ways? Well, this is not al- 
together out of chara cter, for as Humpty Dumpty said, @ word is wort I say 

it means, and there is no argyment about it. 


Sonoma Countr Bd of Zoning Adjustments, berrestrial phases---2 


Aq 5 t 
In general, this EIR is surprisingly jnadeqate in essential documentation, 


and I must ask whether we have been well served by this process. Where 

are the Gates that should have been given in the "legal history"? Where arw 
the documents in substantion of the various passing references in the 
footnotes? This EIR is prefaced with an imposifig code of ethics, but it 
would seem that xm most of the code has been ignored, It is certainly 
unethical, for example, to use the casual conversatuon with people as 
"consultations" and to use their names in substantiation of opinions 
without apprising thosesiconcerned that such casual encounters might be 
cjted later as substantive support. I submit, this is in plain violation of 
the code of ethics subscribed to. Pwrhaps we need another EIR by completely 
ethical people, without this implication of the well known tendency of the 
R ence people to encourage only the most favorable comments on their 
eae S6e 


Be all that as it may, I would like to suggest certain mitigetions for this 
project: 


1. Reduce the entire project to scake of 1 igch to the foot. The fence 
then be 18 innhes high, and the burden of proof would then be upon 
Shristo to prepare an inspiring scale model of the entire project. 
If it is to last only for a moment in time, whet is the differsnce ; 
between one day and eighteen degs, for example? Oy, an ivich oy 4 foot > 


2e If the present gramiidse scale is retained, the breaking strength of 
the links in the system vis a vis guy wjres, posts, etc, should be reduced 
at least fifty percent, to withstand wind forces of about 26 miles per 
hour, or equivalent to that strihgeth of force which any prudent master 
of a square rigged vessel would reef in all his saile. 


3e All substantiating studies of soil strength, effect ofmwinds , etce, 
mist involve actual in situ tests in ore and Sonoma counties, rather 
thm irrelevant tests in @ ol)rado. What is geod for C@lorado may not be 
be good for Sonoma County. I do not believe that we have yet had ade- 


quate tests of the environmental effect of this project under local conditions. 


i ir 
L We Hedgp 


CO/“Sonoma Co. Bd of Supervusors 


Be ee eNO Meus 








ENVIRONMENTAL AND EDITORIAL Pra N Nl Le rN fe ‘. ie os 
Le ~ 4 
* deh 
F ie PETS a) SS 8!s See 
: \ ee \ io oe i asta aed aa aes 
Nov. 16 1975 a ee ee BLA ii Bra Se hha ih 
pat Tate COUNTY, OF 


os <oe 


Sonoma County Board of Zoning Adjustments : {! ee ce 
2555 Mendocino Ave we alae WED 


Santa Rosa, Calif gia 34 
DO iva REMC yy 7 
Environmenta] Impact Report, Running Fence 


Gentlemen: 


It is necessary to correct the point of view expressed by Dr Welton Lee 
in his discusaion of the coastal phase of the Running Fence Application, 
specifically his contention that "the area is not of unique biological 
signifieance. It is a habitat duplicated in hundreds of areas along the 
California coastline and does not represent some critical ecological 
system." This area under consideration lies in Marin County (NOF Sonema 
County as Dr Lee Sates), and is the only area on the California coast 
immedistely between two aetive marine laboratories, one in Sonoma 
County and the other in Marin. These laboratories make a significant 
educational and economical contribution to bothd counties concernede 


In making his judgement, Dr Lee was evidently not adequately informed by 
legal counsel for the applicant concerning the present status of this 
part of the California coast insofar as the North Central Regional Coastal 
Commission is concerned. Ong June 26, 1975, ten days after the California 
Coastal Commission rejected, eye 9-3 wote the application for the 
running fence to rise from the sea at the mouth of Stemple Creek, the 
regional commission, formerly in favor of the fence, approved an applica- 
tion prepared by Pacific Marine Station and the Bodega Marine Laboratory 
to apply for status as a Federal Estuarine Sanctuary under section 312 

of the Federal Coastal Zone Management Act of 1992 for Tomales Bay 

and the coast line to Bodega Head. T,us the proposed estuarine sanctuary 
would "also extend north along the shore line of Bodega Bay to Bodega 
Head", as defined in the application approved by the regional commission 
and forwarded to the California Coastal Commission by letter of June 27. 
This approval by the regional commission is recognitien of the value of 
this region to scientifife study and 2 support of the applicatiom for 
federal support of research and aquiculture projects innthe area concerned. 
By this action the regional commission turned its back on such ephemeral 
and non-essential uses of the environment as the running fence stunt. 
Therefore, Dr Lee's contention that this area is not unique is beaide the 
point. Indeed, it is difficult to see how the North Central Regional 
Coumission can reverse itself on the matter of the appropriate use of 

this part of the California coastline without declaring that it has no in- 
terest in the wisesty and best use of this part of the coast. Certainly 
the C alifornia Coastal Commission cannot see fit to approve an action 
that would jeopardise a mich more beneficial program for the shoreline, 

It would therefore appear that the Sonoma County Planning Coumission and 
Board of Zoning adjustments must also agree that potential deaimation 

of this area for preferred research status and federal mpport for loeal 
laboratories and research aetivities on a long term baais should override 


Sonoma C Bd Z. Adjey Pe 2 


the transitory desires of people who wish to tramp around, lay cables and drag 
things over the landscape for no purpose other than to express some vagus 
esthetic ideas in the name of an art form whose essential fegture is ite 
ephemeral nature. 


I am sorry to say that Dr Lee's implication that I was consulted and con- 
curred in his judgement, and by implication, of the relative lack of 
effect of the project, is simply not true and mist be corrected. [he 
"consultation" consiéted of a few minutes on the telephone at which time 

I wa@ given the distinct impression that Dr Lee had not yet decided to 

ac the assignment for this EIR, and I consider this use of my name 

and reference to me as inappropriate. I think you will find the same 
circumstances apply to another person mentioned asa having been "consulted" 
in this 1 handed designation by footnote. I would say that proper 
"consultation" in this context should include the appropriate documentation 
with corpespondence, etc. This at least is the implication I get from the 
code of ethics reproduced opposite the title page of this EIR. 


In any event, to summarise: the coastline of Bodega Bay has long been a 
research resource of the Bo@ega Marine Laboratory and Pawific Marine 
Station, and is especially usefu} because its isolated situation makes it 
possible to study certain aspects of plant and animal distribution and 
interactions without undue interference by man. We do not have many sich 
areas within easy reach of othe~ areas intensively studied and visited 

by both students and the general public. There~--e, by virtue of this history 
ef study and research, the coastline of Bodega Bay . Marin and Sonoma 
counties, assumes a character that makes it of special value, whether 1° 

<uma and flora @réunique or nots. 


In view of these circumstances, any approval of such an activity as the 
Running Fenc: > +he seashore should be disposed of as contradictory to the 
polchy approved by the North Kesional Commission, and as again * the best 
interests, both scientifie and economic, of the marine laboratories and 
educational institutkons of Marin and Sondma counties. 


Very truly yours 


dWhidg 


cw California Coastal Commission 
North Central Regional C ommission 
Sonoma Cpunty Board of Supervisors 
Welton L. Lee 
Bodegas Marine Laboratory 
Edmund H. Saith, flacific Marine Szation ("Edward Smithnof Dr Lee's 
list of cmsultants.™) 





{ 


RECEIVED Page (0,5 
HOVE 41975 | aft 


; NNIMG DEPARTMENT 
Sonom&é County Plannin; vepartment yea Sie ae Bd td 
2555 Pendocino avenus 4 LCS, rile TU Te 
Sunte 1osa, California 95401 Draft 3nvirommental Impact Repert 


fe, as: re 
WOWCM WAT (ae. LO 


attention: ‘Seow ls hovatch, Secretary, Board of “Zohin,, 25 Ustr.Gnus 
s 


The WIR confirms ms worst fears of the probloms thet the fence will bring t 
mwee-increased trarfic, litter, noise, air pollution, fire danver, “nd tre 
{Inability of any emergency equipment to respond in « reaconevle wiount ofr tinw 


The traffic problems arg all baseu on the publicity atteuain, tie projscte _ 
Too much publicity has already been given to ite ‘he articles oi Incorporeti 
for the Kunning ience Corporstion states (page three, srticle 4, first reragra 
last sentence) "...and to attract grouns and individuals to view such work of 
art throu; advertising,, publicity, aud other means." “he; bcd a tooth st the 
Sonoma-Narin County Fadr; Christo has addressed art classes in colleges al 
over the stste; and there have been Valley Curtain shows st ali the major 
museums in tie Bas AYcas and in sreestone, aul Wischs Dat. Olp ic te wer O. SC tort 


Froese: .'t 


gsiae from t':s ~roblems the lence will cause those of us who are unwitting 
Victims alongs its route, the sence WILL cause the county ,roblers thet it 
should not even cansider undertakin;. The last aniual report for the Corp=— 
Jretioneti lod .ebruary Ll, L975, states that the teteal capital cf ths Cono— 
Oretion was o,62,309.COe. T am aware o: the bonaing aid incuvance policies 
suoplipGebe tis a,-plicant; however, what, specificali~, and thom, specilieala 
iS Sov sG4 (vhat is not covered? Will the Corporation file bankruptey and 
the County be left liuble? The County will be liable in case of eccident 
and becone a party in any liabilit;. 










iy view or 1G tact that there Nuc been ver, Tittle testins wien etuazes 
done in Sonora County or “isrin County, how can tine Soard judge the inpeust 
pycperly% Thsre are no wind velocity measurements for Sonoma County (es 
Pheer eT OLS moirked 15. 4 suste, “ind #rea, Tor Our Miles. ac, be, pDepanmine 
ef #16 escent of Mecham Till, that should have been mersured), no mention of 
fits sumeervs rains no Pnvestisi. 0: trie) uncertrGad rod. oon Licdepth 
mialjysois of the marine communities present, the whole course was not walked 
out for floral and faunal studies, tne Inabllits to identify rare or endansex 
plant species in SGeptomber (the dormént period), "since riost mammals «roa 
aocturnal, a complete list would rasult only after considerable trapping 
and/or netting" (Pase 174), and since the emjinssring: tests were done in 
Celorado, tis is not a complete environmental impact rerort and I cwesticn 
or 2 competent decision can be made. 


the SiR, as ma.t rerorts filed in rejards to the ivence, j0e8 to creat lent 
to emphasizes the teriporary nature of the project; the catastrophies thet maj, 
occur (fire, addidents, atc.) will NOT be temporary.- The report also goes 
into detail about the benefits to be gained by allowing the project--pifts t 
tne county, meterials to tre landowners, etc. Is a truck worth the risk of 
a 4O-mile traffic jam, abundant law suits, end risking even one perscn's liie 
either througsh accident or the inability of emerzency equipment to respond 

in anr emargency, fonce-caused or otherwise? 5 La - z 


Sezer 


Lois lie Raymond, $17 Mecham oad, Fataluma, Caliiornia 94952 
Cc: 3oerd of Sunervisors 





ge 2 Sonoma County Planning Department uOovember 20, 19°75 
res Draft ELR on Running i'encs 


ne folbwing are specific references within the environmental impact report 
son which the foregoing conclusions:have been based: 


Lease read the entire SUMMARY; though a great point is made of distinguishing 
tween "local short-term impact and the maintenance of long-term productivity" 
he risks and inconveniences to residents alon: the route (except the ranchers 
ad other who have granted the easements, as they have had a choice) are man 

nd not ones to be taken lightly--congestion, fire danger, air-quelity 
npairment, noise, plus additional fuel consumption, not to mention the dangé 
f delay of any emergency service vehicle. 


he report makes a point of emphasizing that there will be no costs to the 
Ounty. Has the county been reimbursed for tre hearing rlready held and the 
mes to be held? Has the county been reimbursed for its cocpsration in the @ 
1R? 


Iso, what will happen to tne holes that '‘wve been backfilled with sand (Y) 
ith the first heavy rains? 


ge ll, paragraph 5 , last sentence: "It is not the intent of the applicant 

0 encourase maximum visitation to the Running Fence." Please see the attached 
opy of the articles of Incorporation of Running i'esnce Corporation, page 3d, 
rticle 4, first paragraph, last sentence, "and to attract groups and |) 
ndividuals to view such work of art throu:sh advertising, publicity, and 

ther means." This year, three shows were planned for the largest pay Aroa 

rt l'useums to correspond with the fence showing. 


arae & = The Fence is scheduled to be built on a paved, ceeded, road 

aserentx in the Happy acres subdivision, so how can it "break at roads"? 

iso, the lest centence in this paragraph, "little space is expected beneat 

he wence exce;t in vers uneven groung or over ravines"=-what happened to (o) 
he 15" ground clearance promised lust time aroung for the passabe or field 
ammals?? 


age 15 ''yere is no mention of how the cable will be brought in and vos OGL) 


e@ 16 Isn't Jameson Truckin; in Petaluma? anyway, there is no mention o 
he wind velocity necessary to relense the i'abric from the bottom hooks. 

Boe So para. 2: “possibly bringing increased temporary economic activity 

O Valley vor@"}-Valley ord is a very small town; it will accomodate cu 

VERY PEW poople, not thousands in any one daj. 


arae 6 “as the Runnin; wence is not a commercial venture"--thsre must ° 7 
wO ssts of values for determinin;, comnercial ventures; ert and non@art ? 


nd Fepper oad J 


ace 538 COMMUiITY ATTITUDES Omits rural residents who are not dairy owners, 
Ongervationists, agencies, Bay Area residents, or art experts or ce) 
t also mentions that Belvedere, in southern (¢) Marin County stated its 

apport of Running rence, but neglects to mention that Cotati expressed 

Oncern. 


A2@ £5257 There is no mam mention of the proposed subdivision for Mecham @) 


ae 40 a) Neglects to mention that the students who sttend Dunham School @) 
2 not have bus service. 


Paze 6 Sonoma County Planning vepertment fiovemnber 26, 1975 
rez Draft EiR on HXunning lence 


Pace 40 & 41 Fires As there are almost 600 fires in the Livision of Gi 
Forestry's area inthe Lest th@ee weeks in Septemper nomally, the thought 

of them trying to respond to those normally incurred at this tine or year 

on congested roads is really frightening. 


Pave 42 a) ii "As this event holds the potential for causing treiftic congestio 
on the rural roads in this area, 4t is possible that the school buses (see no 
on pace two of this summary regardin, Dunham School), bearing chiluren to a 
from schools, would be da@layed or prevented from keeping their schedules. 
such a disruption so affected the students in the area, I WOULD CCHSDTLTELESA 
SIGNIFICANT TERPORARY IMPACT ON U%E shia EDUCATIONAL SYSTEM. 

(b} 
Pepe 45 negarding the water supplyf Petaluma has had voluntery water rationin 
in the summer; a two week drain on the water supply by visitors coula hm Qg) 
their supply drastically. 


d) "2.5 cubic feet of solid wastes would be produced each day by the worke 
themselves." (2! 


Tu::2 44 first parae "49 to 80 CUBLC YARDS of solid wextes could be dispose ke 
or in the area." 


e) SIRE PAOT“CTION 1 "The use& of a motor driven vehicle on the ary grasslan 
area ercates a 2otential for fire." ihe responsibility for handling a fire 
would rest on the tire depsrtment serving the area in whic the tire vuccured. 


ii. "The increase in number of jereons and vehicles in this :roa, dvring the 
season «hen tne grass is dry and the fire danger fenerrklly is high, compofn 
the fire uanser and increases the chance that the fire department would te 2 
called upon." 


TOW Cal #IRE (OR aNY BMERGW..CY BUC IPiai?) ReSPOND Oh CONTERSTb, cas BPR vat 


t) PCLICE FRCTHCTICHN 100 monitors (on motorcycles?) monitoring tralfic, Ge 
protecting privete property, passing out free fabric samples and panphists%% 


=) "PE MUNGER O# AUTOS O4 UNE ROAD COULD INWIBIT SWIFT SERVICH BY sNERGggox 
VEFICLSS." BLP} ELEY eD 





Chemical toilets end waste containers at stopping points “@ 


:) Leen visitors frou smoking by means of signing and other connunic: tion? Qt 


3) “MRar eC CUNLD BE Goi OLLED TO ENasis LSE OF TIE RCaD BY ni, alBlUGaiiCk 

Li Uaoss wa" wi) biv e.cY. TOW??? With traffic slowed or stopped in vach cirgeti 

on narrow, tvO-lane roads, most of which have ditcheg on each sides G9 

= S aa eenee considered vhat will happen if the milk trucks aro wiabl 

AC nS Caeicien bl CG 
© SM | 


[le=ss sec the Copy of the Jast annual lieport, for “unnigs ; 
deses ne * as hier L Bg acnce Corporetion 
MAAC Oy Mb shi State of Illinois, tiled Februery 11, 1975, which antes the 
total capital of the Corporation is 451, 800.00. ‘Wet will happen when law 
suits sre filed as w result of this project? Will Sonoma County be liable? 


Bee 4 Sonome County Planning Lbepertthaat ovenber 25, 1975 
rez Jrart #iR on Running Fence 


base 04 ro,srding the Happy acres Subdivision, two homeg (317 and 5192 hMecheam) 
are not to »e sepurated from the fence by the noarest ride line, amixkx «s 
the ridge ceases to be where it intersects Wambold Lane. (at the soerd of 
Supervisors hearin, in lerch, Hr. nayfetz presented a map of the Fappy #cre 
subdivision, statin; that there were four homes in the tract; et that time, 
there were ten, there are now eleven.) “he two hoes on the noneridge line 
sides of .ambold Lane have a clear view of Mechan Hill, so both cloge in and 
pancramic views will be altered. 


= @1 The treific manaseneat plen SNULLD TAVE BEEN included as « 
of tie Mik. If approval for the sence is wranted without Stig, LibesS OM 
4 leck of preplanning on everyone's , uit. 


@ 





pac.os 7Yo-75 “4,211 gallons of auto fuel per 1,000 visitors?? What a weste 


oF a dwindling resoursed and an estimeted 4,600 osullons to be wed in 
sOnstruction and removal? 


6) 


Fase 89 "the shert period allowsu for an investigation of the intertiael 
are@a Oovietee an; in-depth analysis km of the marine comniunities present 


e 


pace Ol last para. - “the wiole course of the route was not Valkea ovt."™ 


V@ 


fase 99 = last paragraph - “trong reconendat ion Tor « subsequent fiel 
purvey to be carried out ink the sprins of 1976." 


@ 


acs 125 = the miti,ation conclusions ure bseseu on the project beim aone 
urang the “dr, season". The “dry cernson" ves very unprecichable in TOO 
vith mofsurable rain occuring each month. 


@) 


‘ope 127 ‘Wind velocity figures for the €:n vrencisco airport? No wind 
jelocity taken in Sonoma County, or particularly the "Petaluma ‘ind Gap?" 
secham Hill, on tiighway 101, is maker marked ss a gusty wind areal 


® 


fies 1256-160 usiniall figures for Senta nosa? No mention of the summer 
fains this yeard (Cr heavy rains lete in the epring, or the wind starn 
moar: Octocer «) 


eS 1eln166 any increese in dust impact und auto im exhaust impact on 
dir wuality snould be discouragedt 


ases lé7-141 any increese in noise is inexcuasble. 43) 


56 1459"% Which (increased trafiic) may, however, alfect treffic movement 
e iar sout* us “ovato on ifreeway 101, and beyond.™ tt é 


ece 174 “xeSince most marmale are nocturnél, a complete list ad result 
5 - . / : 
mly efter considsrable trapping and/or netting." 


6 i8 - the place where my house should be marked is marked a viewpoint 
mo a havard. 


aoe 139 - fara. 6 , "Along Stony Point Road, there is ample shoulaer crea 
er autos to stop for viewing and for photographing the rence..." This must 


© 4 ulii:ferent Stony Foint than that parallels the freeway from P luna Blvd. 
orth to Mecham oad. 


baze 5 Sonoma County Flannin, vspartment riJovemoar 26, 1975 


rez Draft E1R on liunning lence 


as 172 - 196 This "guided tour" seems to as:une that cars can park on 


ants 


ce z 
any paved shoulder area, ten pull out into traiiic without casuing Ge) 


erobleus.e %7? 


Fazges 197 - 212 Several things have been omitted from this section. 

I) Stony Foint Koad from Gravenstein Hichway to HMecham Noed was under 
construction durin; summer 1975; the trai.ic mwas grectly decreased due 

to the construction. 

2) Says no numbers were available for trai:ivic on &tony Foint cn -unaags. 
The treific on Stony Pt. increases on weekends, primarily from vchiclss 
travellin., to the uump on Mecham Jioad. 


> 


6) Wo traffic counts for Mecham itioad? a fairly good source is the Centra 


Refuse UVig~osal Site, with repper Koad's count added ior throusn traffict 


4) 1f 10,C00 people viewed the Valley Curtain in it's 2-nours of hanging, 


perhaps the expected "worst case analysis” is way off. 


morrison, Colorado..." 


CY 






Page 254 trnwex “Yast Woe2 was conducted at Soda Lal:e, near tha town ee 
oO 





( onie Worvbor.  pae& $_ 4s 
: an es % 
= : 
Sita oy 
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zm 3 wity ees sae ire Raine Aa SS 
oe a ¥ awh, SC oo a ae ae oS co? ee 
a oe io oma —y> WEP ae x aera rg : 
oN oe wo Swe om cope YO = SAN, 
aE A ~ se S iy o S “ : 
SSO ty a Be ey 
ie) 
Ned 
=~ 





a, ofas 2e 
44 n 
cH ga ‘ 


‘Toaiktoudpentinsr fie wearals Sl Come Geert: 


ass Fay 5, aebiler ie: fe Vosceigteullion (tte yatgned wWidl i vig Sectl t, se 
SESS EY (SUETALI ¢ CORPORATION _ 


Aavetanfiidintil if hte: of Worley of wb ble Meese thor QU yb lee 
_ January BD. S921, asfrovited b Cie THE GUWNESE 


Mees Ge. Sie 


CORPURATION ALT 4 il Hee tact infowafuly 13 HT GAVE. 


o Vow Leer ne; Ii PRP ieee bp Lop 6p toll Lette AY Ea noes 
tee hated ystaste ba els, lecudive: fect 


ty, by wihieol lie fsb VUsel HUE lop litte 
srccsporatinyeenttotted the alo ty ie Diltcles ip: fucey Cyficliian 


tf teupecsaid cylin. Hi 


ea Cestimany Wheres’, We lo bel iy han ontbeusety | 4 
 heaffced le Gaal bel ble Cela Vena ; 


Dnetitee Clips fp Sp nya thes “f_ Eth 


; aay: of ¢ Senuary AL) SIO antl’ 
(SEAL) tlie. Yule nee neenfl We Unvted Hales 
} Meone: handeedand. to eae 


4 ; ¥ > 
siies - ¢ 
oo 
: SECRETARY OF STATE. 
' 


eee eeeegeet aaa 











ARTICLE FOUR — ee 


The purpose or purposes for which the corporation ‘s organized are: 


To secure the appreciation of the fine arts, and the elevation 
of standards of taste and artistry by creating, developing, 
constructing, building, and erecting a work of art for public 
exhibition, and to attract groups and individuals to view such 
work of art through advertising, publicity, and other means. 


To buy, sell, deal in or with works of art of any and all kinds, 
whether originals, copies, or others, and any and all kinds of 
personalty, wares, merchandise, or goods, either as principal or 
agent. 


To ee cnese or otherwise acquire, lease as lessee, invest in, 

hol use, lease as lessor, encumber, sell, exchange, transfer, 
and aGepase of property of any kind or description or any 
interest thereon. 4 

To advance money to and enter into contracts and arrangements of 
all kinds with builders, property owners and others, but not have 
the power to discount bills or notes or to buy or sell bills of.. 
exchange or to exchange in the business of bonding. ’ 


Bae Beas ARTICLE FIVE 


on 


PARAGRAPH 1: The aggregate number of shares which the corporation is authorized to issue is_200Q 


divided into____QOM€ _class@& The designation of each class, the number of shares of each class, and the 
par value, if any, of the shares of each class, or a statement ees the Snares of any class are waco bg valued 
are as follows: 


Series Number of Par value per share or statement that al 


Class _ _ (Mf any) Shares are without par value sis 
common 2000 $25.00 per share. - ows 


PARAGRAPH 2: The preferences, qualifications, limitations, restrictions and the special or relative rights i in 
respect of the shares of each class are: 





FORM UCA-55 


(Do not write in this space) 
Date Paid /. - -< er 


Z SREP, 
License Fee $ 
Franchise T'ax $ 
(File in Duplicate) cae ee $25, & 


ARTICLES OF AMENDMENT 
TO THE 


ARTICLES OF INCORPORATION 


OF 


o749 23 


Valley Curtain Corporation 


east ore a a 
To 


J EAN. WV TLEWIs we 
Secretary of State 
Springfield, Illinois 





The undersigned corporation, for the purpose of amending its Articles of 
Incorporation and pursuant to the provisions of Section 55 of ‘‘The Business 


Corporation Act” of the State of Illinois, hereby executes the following Articles 


- 


of Amendment: fe cee coe 


a : | 
ARTICLE FIRST: The name of the corporation is: 


Valley Curtain Corporation a ees 
{ : 
| 
ARTICLE SECOND: The following eo or amendments were 
adopted in the manner prescribed by ‘‘The Business Corporation Act’’ of the 


State of Illinois: Resolved, that Article One of the 

Articles of Incorporation of this corporation be 

and it hereby is amended to change the name of 

this corporation from Valley Curtain Corporation 

to Running Fence Corporation, and should read as ! 
follows: “Article One. The name of the corporation ie] 
hereby incorporated is Running Fence Corporation." 





-- 


ae yy 1¥ 


THE BUSINESS CONPCRATION ACT 


jue ANNUAL 2ZPORT —EsgreapoTsk 
MICHAEL J. HOWLETT 

a 

TELER 


SECRETARY CF STATE OF ILLINOIS USE TYPEWRITER IN EXECUTING 
po THIS REPORT WHICH MUST BE 
FILED PRIOR TO MARCH 1st. 

1.) CORPORATE NAME RUNNING FENCE CORPORATION sf 
eeeeea AGENT  % SCOTT HODES 696 42 | 
* REGISTERED OFFICE 4160 WN LASALLE SUITE 38900 

city, state, zipcope =CHICAGOs ILLINGIS 60601 


2.) THE NAME AND OFFICIAL POSITION OF THE OFFICER EXECUTING THIS REPORT IS: 
SCOTT HODES, SECRETARY 
(PRESIDENT, VICE PRESIDENT, SECRETARY, ASSISTANT SECRETARY, TREASURER, RECEIVER, ASSIGNEE, OR TRUSTEE} 
3.) THE ABOVE CORPORATION ORGANIZED UNDER THE LAWS OF THE STATE OF____Jilinois ss, pursuANT TO 
PROVISIONS OF “THE BUSINESS CORPORATION ACT" OF THE STATE OF ILLINOIS, HEREBY MAKES THE FOLLOWING REPORT:, 
4.). THE NAMES AND RESPECTIVE ADORESSES OF ITS OFFICERS AND DIRECTORS ARE: IF OFFICERS ARE DIRECTORS. SO STATE. 


FERIL-AS 


FILING FEE $15.00 


NAME OFFICE NUMBER AND STREET city STATE 
Jeanne-Claude Javacheff 48 Howard St., New York, New York _ 
Scott -Hodes 180 N. LaSalle St., Chicago, Ill. | 
Jeanne-Claude Javacheff 48 Howard St., New York, New York _ 
Christo Javacheff Ass'lt Treasurer | 48 Howard St., New York, New York 
-Jan van der Marck Vicel President | 48 Howard St., New York, New York 
Jeanne-Claude Javacheff DIRECTOR 48 Howard St., New York, New York 
“Christo Javacheff 48 Howard St., New York, New York 

DIRECTOR 





5.) THE FOLLOWING !S A BRIEF STATEMENT OF THE CHARACTER OF THE BUSINESS IN WHICH THE CORPORATION (S ACTUALLY ENGAt 


To erect a work of art for public exhibition and to generally deal in 


works of art and art Supplies. 
6.) THE AGGREGATE NUMBER OF SHARES WHICH THE CORPORATION HAS AUTHORITY TO ISSUE (AS OF PRECEDING QECEMSER 31s 


a . 
> Pav seee 





ig 2/000 ITEMIZED AS FOLLC 
SERIES NUMBER PAR VALUE PER SHARE OR STATEMENT T 
CLASS (IF ANY) OF SHARES SHARES ARE WITHOUT PAR VALUE 
Common None 2,000 $25.00 2 oe 8 a 
7.) THE AGGREGATE NUMBER OF ISSUED SHARES (AS OF PRECEDING DECEMBER 3)st) ao Rie av aceaees ws 
. ¥ * ns =~ ye 
oe ane baa 
ec a oe a 2 eS ee FE a R= TEMIZEOUASTEOLIN 
SERIES NUMBER PAR VALUE PER SHARE OR STATEMENT T 
CLASS (IF_ANY) OF SHARES SHARES ARE WITHOUT PAR VALUE 
Common None 1,036 $25.00 
©.) THE AMOUNT OF STATED CAPITAL AND PAID-IN SURPLUS STATED CAPITAL $ 227900 


AS OF DECEMBER 31st IS: 


PAID-IN SURPLUS $_25,900 
51,800 


READ INSTRUCTIONS ON BACK OF FLYER BEFORE FILLING IN. TOTAL $ 





ene meer eee ee Oe - — t=, §. : - 
% —~ -~+--+ tow oy 20 ee ce me: Srcenernes ote memnpemes Som es tee Soe ee teem en yt ee 


SONOMA COI'NTY 
PPEAINNING DEPT. 


Distieabe r¢ i = q 17 M 
© - ey i £4 63 317 Mecham 8d 


da 8 Petaluma, Calif 


a en ee @ ES a 
E LE icy C C9 YY... 239 1975 s 





Tea PyCIT te 7 
DO NOT REMOVE IRECEIVED 
sonoma County 

ard of Zoning Adjustments yuma, OO ae agS 
2555 Mendocino Ave. HOVE2 2 1903 


Ja Calif. 5 
pee poeta calit LASNING DEPARTMENT ¢ 


P 
COUNTY OF CONOMA 


lerein are my thoughts and comments on the report prepared for the Running Fence project. 


v%E: Running Fence Corporation Environmental Impact Report. 


jummary Page 5 Construction noise "could produce levels that would strongly intefere 
with both outdoor and indoor residential activities at some homes 
along the route." 


Noige levels caused by visitor traffic on local roads could increase 
by 23 decibals - a 5 fold increase. 


Jomment - This has been our contention all along and we feel, would constitute an upagceptabie 
intrusion on our peace and privacy for an unneccesary project. @ 


Summary page 6 "Air Quality will change." 


comment - Another unacceptable side affect of an unneccesayy project. (2) 


Page 1 "The business activity of the Running Fence Corporation is to foster 
public appreciation of fine art." 


Comment - The articles of incorporation go on to say that this qoal, among others, is to 
be attained by advertizement and other means to attain public notice and publicity. 


Base 11 "No stopping or parking area has been proposed as part of the project." 
"Tt is not the intent of the applicant to encourage maximum visitaticn 


to the Running Fence." 


Somment - They cannot eeconcile this statement with the paid publicity director or previous 
statements that Christo wants controversy or the numerous museum appearances and 
public speaking engagements ir 1975 in the Bay Area or the exibit in Freestone, 
or the showing of the film "Valley Curtain" at public gatherings and employee 
group meeting in Sonoma County and elsewhere. This statement is in conflict 
with the corporations articles of incorporation on file in Illinois. 


Page 12 Phases - Construction will take 5 month, exhibit in September and 
a month to six weeks for take down. 


Comment - Not so temporary as the impression Running Fence Corporation wishes left “@ 


Page 15 June - lists construction techniges. 


Comment - No where does it mention what the neavy cable reels would weigh or what the 
gross weight of the vehicle carrying the cable reels will be. They do not 
© detail how the cable is to be anchored and pulled taut. There is no mention 
of what cable expansion and contraction due to temperature fluctuation will 
effect panel position and sag. 


Page 19 Speaks of monitors and their duties. 


Comment - If monitors cannot prevent trespass (they have little autherity to do so) and 
(1 , call for help, how will the 3heriffs' Deputies respond on the clogged roads? 
Will they abandon their traffic control duties? 


Page 19 Motorcycle Monitors. 


Comm - Are there to be 100 of these? Since they are to be equipped with spark arresters, 
@ the assumption is that they are intending to run them cross ccubtry. NOIS#. 
EROSION. Not mentioned in any report. 


Page 33 Impact - "During the construction phase (starting in April 1976) and 
during the removal phase (October 1976) the “unning Fence will not 
be a visual barrier, due to the absence of the nylon panels." 


Comment - We consider seeing a string of 18' poles marching off into infinity for 7 months 
visual impact and personally intrusive as at this time, there are no utility 
visible in the panarama to the rear of Happy (sic) Acres, from the rear cf our 
home at 317 Mecham. 

Page 33 - 3h They do not consider the project in conflict with the Williamson Act 

because it is not a commercial venture. 


Comment - There is nc way this can be considered other than as a commercial project. 
It is the act of a Corporation. The project directly affects the market value 
of the Corporations' principle owners' art work. See *4tpage 33, * page 9 
and para 2, page 51. 
Tne assets of the Corporation may at any time, revert to the principals, the 

Corporation presumably pays wages to the Javacheffs 2nd certainly pays for 

transportation, living and entertaining encountered while promoting the project 
both here and abroad. 
Our present understanding of the Williamson Act, section 51201.(N) ana section 
.23.7(K) Para 3, is that it allows certain participating recreational use. 
In light of the need to prevent wholesale trespass to forstall havoc across the 
county and the applicants claims that the preject is inherently designed to be 
simply viewed from a distance completly obviates the proscribed participatory 
nature of such use. Further, the tenents of Open Space requirements, section 
51201.(C), are to prevent blocking public view of rural areas. This proposal 
js an apparent contradiction on these basis. 


Page 39 Para 2 = Report claims that one community - Belvedere - stated it's 
support. 


Commept - Report fails to mention that the Cotati City Council voted opposition. Needless 
a) te say, Cotati would feel the effects of the project much more than 3elvedere. 


Page 0. Education Services 


Comment - Note that school buses would be returning childeen to their homes at the height 
of the traffic influx. Not mentioned is that students of Dunham School on 
Roblar Rd. are driven by their parents as there is no bus service. How are 
these people to function? 


Page 0 Fire Protection 


Comment - Most of the area is served by Division of Forestry. Stations at Graton, Santa 
Rosa and Petaluma are all long runs from the subject area. 


@D Under normal conditions there are almost 600 fires in the Division's jurasdiction 
the last 3 weeks of September. The high probability of even more fires caused 
by the influx of people, coupled with the increased response time caused by 
traffic congestion consititutes an unnacceptable risk. 


Page 2 Police Protection = States that the CHP would be assisted by the 
Sheriffs Dept. should their assistance bg necessary for traffic flow. 


Co - This section must be talking akout a sheriffs Dept other than Sonoma County. 
@ We have been told by the Sheriffs office that "Traffic on Mecham Rd is not 
our concern." 
Page 2 Admits that traffic congestion may well delay or prevent school buses 
from completing their scheduled runs. 


Comment - This goes as well for those who must take their children to and from school 
(5 (not mentioned), as well as mail delivery and other such service. (akso unmentioned) 


Page hh ii - Anticipates 40 to 80 cubic yards of waste a day with signifigant 
litter along the route. 


Ht 
Comment - Reiterates that public viewing from private property will not be allowed.” 6 ) 


Page hh Fire Protection ii = quote "THE INCREASE IN NUMBER OF PERSONS AND 
VEHICLES IN THIS AREA, DURING THE SEASON WHEN THE GRASS IS DRY AND 
THE FIRE DANGER GENERALLY IS HIGH, COMPOUND THE FIRE DANGER AND 
INCREASES THE CHANCE THAT FIRE DEPARTMENT WOULD BE CALLED UPON." 


emphasis added. 


Comment = Note that it corresponds with the month with the highest frequency of fire. 
This is an unbelievable risk to suffer for no reason. The already admittedly 
D congested road net, long response time for fire apparatus anc other emergency 
equipment coupled with the increased need for such assistance is an undue risk 
for the county to entertain. 


#% table on page 1 
44+see comments on Williamson act. 


Page 6 Solid Waste - Calls for trash cans at stopping points along roadway. 


Comment - Earlier, the re,ort stated that there are no plans for parking areas. This is 
at contradiction. This report seems to conclude that where culverts go under 
the narrow roads are good places for cars to stop. 

( f) For cars to be pulling in and out of heavy traffic at these points is insane . 
/ Traffic jams would become monumental and many people would misjudge these 
narrow pull offs and end up in the ditch, compounding everyones problem. 


First they say there are no plans for parking areas and now they say they 
should put garbage cans in the parking areas. 


Page 6 ee Fire vrotection 
Comment = How ia hell are you going to "discourage" visitors from smoking? @@ 


Page 7 Emergency Medical Service - "Traffic could be controlled to enable 
use of the road by and ambulance in case of emergency." 
Co - This is patently untrue and unworkable. If the roads have cars in both lanes 
(fo) and there is no shoulder, there is simply no where for an ambulance to zo. 
Page 48, L9 Economics - Para 1, states the price for milk is good. Para 3, Page 49 


refers to income in 1969, the rest of the page refers to expenses in 
1974-75. Para 3, page 48 says the price of milk is low. 


Co t =- Cost factors and income from the same years should be considered, You shoulda't 
PD pick poor price years for that and high expenses for a different year. 


Page 51 Para 2 = Would have us believe that the Javacheffs averaged $4,75 
income the last 2 years. 


Comment = How this is appropriate in an EIR is beyond me but, can this be the same people 
who fly to and from the east and west coasts and Europe? 
The money to entertain large groups of people is coming from somewhere. If 
they are on Corporation business all the time, the Corporation can pay all 
their costs. This is convieniant since they own the Corporation. 
Paragraph 3 tells us the same Corporation has lost money the last years. 
In fact, $229,430. If all of Christo's works go to the Corporation and the 
Corporation has lost money every year and Christo is personally poverty stricken 
then how can they continue +9 function? 


Pare 53 Impact - Correctly describes it as intrusivg, blockage or partial 
blockage of close in and panaramic views. 


Comment - We agree, and INTRUSIVE blockage of partial blockage of close in and panaramic 
views. 


Page 54 Para 2 talks of homes on Meacham (sic) Rd. States the fence would 
be over the ridge line from the homes and therefore it is possible 
the top of the fence would be visible from them. 


Comment = Our home is on Mecham 2d. (317) We could see the "Fence" from top to bottom. 
There is no ridge line between our home and the "Wall." We have an excellent 

24 view of Mecham hill. We have an unimpeded view all the way to Sonoma Mountain. 
Destroying our view damages the value of our home in that it deprives us of 
the benefit arid enjoyment of one of the best features of our home. 


TRAFTIC/CIRCULAT ION/PARK ING 


Note: All freeway turn offs mentioned lead to Stony Point Hd, This in turn leads to 
Mecham Xd. Mecham Rd. now carries upward of 1500 cars and trucks to and from the 
dump each weekend day. This is a 9 hour figure and means 3,000 vehicles per day 
in addition to any through traffic. 


Page 60 Estinates 55% of traffic taking Denman Flat off ramp. 
15% Gravenstein Hwy. 
15% West Railroad. 
Total of 85% of visitors using these three routes, all leading to 
Stony Point and then Meaham Rd. 


would be attempting left turns onto Mecham Rd. Stony Point road would reach 


@) Combined with the normal traffic load at that time of year, too many pevple 
capacity sooner than anticipated. 


Wd 


age 41 areas Concur 

Page 65,66 Lists traffic flows of roads except Mecham. 

Comment - Does not state where count was made on Stony Point. Assumes weekend traffic 
count is the same as weekday. In fact, Weekend traffic is 2 or 3 time weekday .* 


*convers&tions with J. Conaway, Refuse Disposal, Mr. Head, Public Works, counts 
taken at Refuse Disposal sites last 3 years) 


Page 69 


Comment - Rolice officers, flagmen, monitors (on motercycles?), signs all ove place. 
What a mess. 


Pase 69 Traffic levels of service 


Comment = Stony Point and Mecham road are at a level B or C right now on weekends. 


Qe) We get 70+ garbage trucks each weekday "ow. 


un 


Pare 86 (si) Recraclonall . Lhes fears is being provosed 25 a recreational 


= mS 


Wee on Less cul oI LEneSeSkVesr. 


Comment = quate, "In brief, the area, because of it's location and isolsticn, now 
little recreational potential. hy) Uhes- scan! sehave 2¢ ooth wwave- g 
PE ome Briostan 


= 


Somment.= The potential for erosicn has been yratly urderpiaved. There is nc mintian 
3° of the effect rain at the tine of the showing would have, There is nc mention 
5f£ ths effect rain would have on the removal cf the project. 
PASS SQ Warde 


Jomment - Wind maasurments from San Fransisco Internationa: ea Om are weed, Wind would 


sertainiy he different ir the "Petalums Wind Sap. It is the job cf the sonpany 
sonducting the ZI to take such reedings, not to go tc a source O01 miles away 
it fir their information. The distance of the airport from the ccast is a non 


sequitur. The airper: °s beside the bay and <n the far side of t*e soast ranze 
from the acean. All of the wind measurements are suspe~* 


Pase 128,129 Rainfall 


Comment = We hat measurable rain in June, July, August and Saptember in 1975, There i 
no mention of this and nc mention of effect cr mitizgation propczed. 


Base 253 States Little dust from constructiscn because s-otns wile vee moist, 
vomment, = Nat co, the: state earlier constructicn will begin cnlv whem gr:unai ic dey. (33 Y 
Mow 3s 


. 


‘ment = Neo mention of truck and other vehicle traffic along Mecham XQ, 


Paps 1g tYrarfie counts 
comment = §rastic soins te the dum= were availiable, es) 
ayaa “um cunt weekends on Stsnv Pcimt. States leve? C now 


ame *vafri 
eV a 


en DW te tra atc isees) OOO peTacdav. 


on a goed fali dav. (36 ) 


Final somment. - Test conducted in Solorads on the chance sn earth disruvti-n in the 
failure may be missieading. Sonoma County is not the same as Uclorado, 
Reaction may be entirely different here. 
37 The relative value of "Art" is sutjective. An "Artist" eheuld ast force ig 
concept of Fart" on others and we fee) that is the case: ss this instiise 
Mozt nespie would be drawn net ty art but hy the unusia:., ths bizzare; 


2» - Mecham Ba itself has 3,009 vehicle 


Are 
s Orme 


m4 
a 


we would not be able to svoid this thing, it's construction or the hazard 
created by crowds of zawkers. 





Ronald he Raymond 


Robert L. Holtzer, M.D. 


WRERT-8-BESWVERS- FFB. 
PuBLiC HEALTH OFFICER 


SONOMA COUNTY 
PUBLIC HEALTH SERVICE 





3313 CHANATE ROAD 
SANTA ROSA, CALIFORNIA 95404 


November 26, ve 0 N 0 M hk COUNTY 
PLANNING D : Pale 


~s 


" eas ahi oe ae ee 3 “4 
George Kovatch, Director Wes re W ( eee 1 
Sonoma County Planning Department ect’ la 43 ee ERR eens aad 
2555 Mendocino Avenue we att ees gees sea eee 
Santa Rosa, California 95401 oh ie t Bg meee 
&, iad gisiod NS os ca SF 
a Pt fe trea SeeSoe 
Dear Mr. Kovatch: tg ye SE Rae Se re 
Neots wee rem hag 8 \/ che" 
had 3 an da th shel ws” te us 


Subject: Draft Environmental Impact Report 
and use permit extension for 
Running Fence 
(File: 706.4-7772) 


We have reviewed the subject EIR and use permit. Our remarks will address each 
separately, beginning with the EIR: 


Environmental Impact Report 





In relation to our basic concerns of public health, we find two points in the report 
to be inadequate. 


1. p. 43, Liquid Waste Treatment 


The EIR addresses only potential effects to public sewerage systems 
and does not reflect the fact that the restaurants and service stations 
in rural areas along the route of the Fence utilize septic systems for 
sewage disposal. Particularly in Bloomfield and Valley Ford, the use 
of these systems, which have limited capacities for large numbers of 
visitors, may cause serious overloading leading to malfunction and 
sewage discharge to the ground. 


2. p. 46, Fire Protection 


The report mentions that "farmers along the route have offered to make 
available their spray rigs filled with liquid" for fire protection. 

(2) Such a proposal is highly improper due to insecticide residues in the 
rigs. Water mixed with these residues and then sprayed in areas of 

fire fighting would potentially expose large numbers of people to possibly 

harmful if not lethal insecticide levels. 


Use Permit Extension 


Although we have some concerns about adequate restroom facilities for viewers, 
particularly if large numbers of people are involved, we are also aware that 
there may be no practical or enforceable means of providing such facilities, 
particularly in the rural areas. Therefore, we can oniy address those items = 
which can actually be required of the applicant in terms of use permit conditions. 


George Kovatch,. Director 

Sonoma County Planning Department 
November 26, 1975 

Page 2 


If this application is approved, we rece. mend it be subject to the toilowing 
conditions: 


1. Toilet and handwashing facilities approved by the Public Health Ofiicer 
shall be available to workers during all phases ot the proceed:nes. 
Potable drinking water shall also be provided. 


ho 


Provision for removal of litter generated by workers during ai! 
phases and roadside litter generated by viewers during the vicwing 
phase shall be made by the applicant and such plans shall be sutject 
to approval from the Public Health Officer and the Department cf 
Public Works. 


Enclosed herewith is copy #54 of the draft EIR. 
Sincerely yours, 


ROBERT L. HOLTZER, M.L. 
Public Health Officer 


IHASIIAR We WENRTETINS dG 5 Wass 
Director of Environmental Heaith 





LNBind 

eee Riuhilicne Wesaks 

SG Jac Vricen veSa DiS tet, Sanmstar lan 

Ce ivekran Precher. Rass, Distalct Sanitarian 


Coy vane Evans, WRG. Land Use Special zst 


DEPARTMENTSOF ENVIRONMENTALSSERVICES 





COUNTY OF MARIN M 
Civic Center, San Rafael, California 94903 Tom Severns. Director 
Tedephone: (415) 479-1100 William L. Desmond. Director Environmental Controt 


Joel E. Rubsy, Environmenta! Heanng Officer 


November 25, 1975 


Mr. Tom Cordill, Environmental Administrator 
Sonoma County Planning Department 

2555 Mendocino Avenue 

Santa Rosa, California 95401 


RE: Christo Running Fence EIR 
Dear Tom: 


This response is to certify that Marin County has accepted Sonoma County as the 
Tead agency in the ''Running Fence'' project as described in the October 23, 1975 
letter to ESA, the project EIR consultant. 


Secondly, Marin County staff has reviewed the EIR as to adequacy and the report 
appears to cover the major concerns of the Marin County Planning Department ana 
this division. The consultant, in accordance with your instructions and CEQA 
Guidelines regarding ''jurisdiction by law' contacted concerned Marin staff. 

Mr. Donald Dickenson as assigned planner replacing Kathy Ohlson, has further 
reviewed the EIR to coordinate same with the ongoing Marin approval process. 


The following review and procedure is furnished by Mr. Dickenson to provide you 
guidance as to our process: 


1) The draft EIR and the conditions imposed at the time the design review 
application was approved by the Marin County Board of Supervisors on February 
4, 1975, appear to adequately cover the major concerns of the Marin County 
Planning Department relative to this project. 


2) On September 22, 1975, the Marin County Planning Director granted the Running 
Fence Corporation a one year extension to the design review approval by tke 
Marin County Board of Supervisors. This extension will allow the project to 
take place in the Fall of 1976, the precise dates to be determined later by 
the Planning Director. The extension grants no variance from the conditions 
imposed as part of the approval dated February 4, 1975. 


3) As a result of the recent request to alter the route of the fence to move it 
further from Estero Americano and Estero San Antonio, a design review amend- 
ment will be required for the project. Processing of this application wil] 
begin shortly as a staff item, with no action to be taken until Sonoma County 
has certified the EIR. Except for those items required as conditions of the 
design review approval, this design review amendment will be the final action 


required by the Marin County Planning Department prior to application for a 
building permit. 


Tom Cordil} 
November 25, 1975 
Page 2 


With your permission, we will keep one copy of the draft EIR. Would you please 
forward one copy of the final EIR for decision-making at this end? Please 
advise if we can be of further assistance. 


Very truly yours, 


Bees Vs 


Tom Severns, Director 
Department of Environmental Services 


TS:hl 
Enclosure 


cc: Don Dickenson, Planning Department 


DEPARTMENT OF THE ARMY 
SAN FRANCISCO DISTRICT. CORPS OF ENGINEERS 


100 MCALLISTER STREET 
SAN FRANCISCO, CALIFORNIA 94102 





SPNED-E 18 November 1975 


SONOMA COUNTY 
PLANNING DEPT. 


Mr. Thomas E. Cordill Rey oo os 
Environmental Administrator oy) iis cg ie Px Hl 
Sonoma County Planning Department te o's ; o. So ae: fs is 3: 
County Administration Building : eee Mee oN TQ rm 

WE kia ema i STY att Seat nema ers 
2555 Mendocino Avenue lager cise ees (es rs 
Santa Rosa, CA 95401 eT cass gbtoe act ce Neen ceeeeery 

5 TAS DERE 

eo Ou di isnkiaak ha oi W a 


Dear Mr. Cordill: 


Reference is made to your letter of 10 November 1975 forwarding the 
Draft EIR on the Running Fence Project. 


As indicated in your letter of 23 October 1975 to Mr. Paul Zigman, copy 
attached, the documents mentioned that pertain to the proposed activity 
represent, in general, this agency's concern with regard to the project. 
We have no objection to the County of Sonoma being the lead agency. 


On page 21 of the Draft EIR, it is stated in part "...the U.S. Army Corps 
of Engineers granted (a permit) for those portions of the originally 
proposed project under their (jurisdiction)..." This statement is 
incorrect. An application was received for the original project on 

31 October 1974. Public Notice 75-315-053 was issued 7 March 1975 
announcing the project. The application was subsequently withdrawn 

1 July 1975. A permit for the proposed project was never granted by 

the Corps. 


It appears that this new proposed activity requires Corps of Engineers 
authorization for structures or work in navigable waters of the United 
States. Attached please find a copy of our pamphlet, "Applications for 
Department of the Army Permits for Activities in Waterways." If you 
require additional information on this question, please contact Mr. Hans 
Lamm of our Regulatory Functions Branch at 415-556-5966. 


[Rpm oe em ene 
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US Rese ecco y oan Comic 
: 
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OLA GCPARTRENT 
bea AF fon! 


Koch Byroodam in Your Future With TT °C 





SPNED-E | 
Mr. Thomas E. Cordill 18 November 1975 


As requested, we are returning the Draft EIR herewith. Please provide 
this office with a copy of the Final EIR when available. 


This office appreciates the opportunity to review your report and we have 
no further comment at this time. 


Sincerely yours, 


a ye act 
3 Inclosures Heke PAPE JR: 


As stated Chief, Engineering Division 





III. ERRATA AND RESPONSES TO COMMENTS 


A. INTRODUCTION 


This section revises and updates the Draft Environmental Impact 
Report (DEIR) on the proposed Running Fence by correcting errors in 
the original report and by responding to all comments on the DEIR. 
Each response is keyed to indicate which comment it answers. 


All material in this section should be read as supplemental to 


that in the DEIR. In cases of conflict, material in this Addendum 
supersedes the information presented in the DEIR. 


B. ERRATA (NOT MENTIONED IN COMMENTARY) 


DEIR Summary, p. S-4. First line is start of a paragraph 
(should be indented). 


DEIR p. 99 ''e Freshwater Marshy or Vernally Wet Areas". Words 
should be underlined. 


DEIR p. 107, last paragraph. Underline "Openings for wildlife". 

DEIR Figure 10, p. 115. Legend: Hatching for Franciscan 
Assemblage (Kjfs) should be slanted in opposite direction, to match 
that in Figure itself. 


DEIR p. 147, paragraph 2 under No-Project Alternative, line 3. 


Should read: ''....; the same would be true for county'*. 
*Underlining denotes added or changed word. 


DEIR p. 151, line 12. Should read "Biology, California State 
College, Sonoma,...''* 


DEIR p. 153, fine’ 13. Should read: “Harry N. Abrams, Inc. —- 
Mr. Harry N. Abrams, Chairman.''* 


G. RESPONSES 
AS eRuch i. Coney, 


Entire letter is a comment on the project, rather than the DEIR. 
No response is required. 


B. Lois Raymond, Chairman, Committee to Stop the Running Fence 


Entire letter is a comment on the project, with no specific comments 
on the DEIR. No response is required. Mrs. Raymond has commented 
on the DEIR (Correspondence ''J'') in detail, covering the same points 
raised an this letter. ‘See response to "J". 


C. California Regional Water Quality Control Board -- North 
Coast Region 


Correspondence contains one comment: 


C.1 - Cites special waste discharge prohibitions for non-point 
sources, and suggests incorporation as additional mitigation 
measure. Accordingly, the prohibitions (paraphrased in "'C.1"') 

of the Regional Board's "Water Quality Control Plan, North Coastal 
Basin 1-B''are hereby added to the mitigation measures on p. 126 
(Water Resources) of the DEIR. 


D. Soil Conservation Service, U.S. Department of Agriculture 


Correspondence contains no specific comments on the DEIR. It indi- 
cates ''From a soil erosion and sedimentation point of view, the 


*Underlining denotes added or changed word. 


greatest hazards seem to be from fire removing the ground cover and 
causing erosion and resulting sedimentation as a result of winter 
rains falling on bare ground.'' These potential secondary impacts 
should be added in the appropriate places on pages 105 and 126 of 
the DEIR. The standard mitigation measure of early reseeding of 
slopes should be added also. 


The commentator's statement that he feels the report is ''sufficient 
and well presented'' is acknowledged with gratitude. 


E. U.S. Army Corps of Engineers, San Francisco District 


Correspondence contains no comments on the DEIR or on the project. 
No response is required. See ''N'' and response thereto. 


F. Jerome Tichenor 


Correspondence contains essentially one comment concerning citation 
of dates and references; in particular, it asserts that the opinions 
of artists not in favor of the project are inadequately represented. 


F.1 - The "Legal History of the Project'' section of the DEIR was 
added to provide a brief background for the benefit of the reader. 

It is not required by the California Environmental Quality Act 

(CEQA) or by the EIR-preparation guidelines of the California 

Office of Planning and Research. Similarly, it is not required 

that the DEIR incorporate every piece of documentation that is cited. 
The project documentation alone would, if included, add hundreds, 
perhaps thousands, of pages to the DEIR. As for the assertion that 
the opinions of artists not in favor of the project are inadequately 
represented, attention is called to the statement in the Community 
Attitudes section of the DEIR (p. 38): ''Appendix letters have been 
chosen to demonstrate various viewpoints; no attempt has been made 
to indicate the frequency of occurrence of any viewpoint."" If 

there was unconscious bias in the sampling of letters, it was 

in favor of the opposition. Of the ten letters of opinion in the 
DEIR Exhibits, three were in favor of Christo and/or the project; 
seven were in opposition. ESA has on file some twenty-five letters 
supporting Christo and/or the project, most from prestigious insti- 
tutions, which were not included. Known letters of opposition (prior 
to preparation of the DEIR) were in far smaller supply. Mr. Tichenor's 
comment becomes part of the record, along with his ''poet's opinion." 
Just as ESA has "'carefully avoided judging Running Fence as an art 
object'' (DEIR, p. 30), we will refrain from artistic judgment of 

Mr. Tichenor's poetic effort. 


G. Joel W. Hedgpeth (Subject: Environmental Impact Report, 
Running Fence, terrestrial phases. ) 


G.l1 - The commentator asserts that engineering tests performed in 
Colorado may not be valid under the wind and soil conditions in 

Sonoma and Marin Counties. While it is true that both wind and soil 
conditions may be different, the comment is irrelevant, for the 
following reasons. For a nylon panel (sail) of a given size, a wind 
of a given speed and intensity will exert a total force on the panel 
that can be estimated. The calculated force for the wind speeds for 
which the breakaway features were designed provided the basis for the 
crucial specification; namely, the designed anchor strength (including 
soil strength). The vital point here is that if and when the fence 

is being erected tn Sonoma and Marin Counttes, every anchor wuw7/1 be 
tested in place, to a force of 7,000 lbs. (DEIR, p. 17, paragraph 2: 
"These poles will be guyed laterally with cables attached to soil 
anchors driven 36 inches below the surface and tested to working 
load.'') Thus, if wind speeds in Marin and Sonoma Counties should 

rise to the point at which (without a breakaway system) the anchors 
would fail and disrupt the soil, then the top and side clips would 
have released, allowing the affected nylon panels to fall and lie flat 
on the ground. In other words, the anchors, tested in place to a force 
of 7,000 lbs.,could never be exposed to such a force. If the system 
is designed (and has been tested) to withstand 25 MPH winds, there is 
no reason to make it fail (break away) at such wind speeds. 


G.2 - Commentator objects to the failure to include in the DEIR the 
cited letter by Margaret Azevedo, Chairman of the North Central 
Regional Coastal Commission. See Response F.1 above for the applicable 
response. 


G.3 - Commentator asserts the EIR "is surprisingly inadequate in 
essential documentation" (again, see Response F.1 above), and goes 

on to impugn the ethics of the DEIR preparers. His commentary appears 
to apply primarily tu the contribution of Dr. Welton Lee, produced 
under contract directly with the Sonoma County Planning Department. 

lor Dr. Lee's response, see Response H.3 following. For ESA's response, 
it is sufficient to quote the applicable statement of the Code of 
Ethical Practice of the Association of Environmental Professionals 
(DEIR, p. iv): "IF PREPARING a document pursuant to the environmental 
document process, I WILL...... Cite all sources, written and oral." 


G.4 - The first mitigation measure suggested by the commentator is a 
reduction in scale, the principal feature being a new Fence height 

of 18 inches. Coming as it does from a respected and serious 
scientist, this suggestion should be given the same kind of thoughtful 
consideration that must have gone into its development. 


G.5 - Dr. Hedgpeth's second suggested mitigation measure, a 25 MPH 
breakaway feature, has been discussed under G.1 above. 


G.6 - His third suggested mitigation measure, in sttu testing in 
Marin and Sonoma Counties, has also been covered in G.1 above. 


H. Joel W.Hedgpeth (Subject: Environmental Impact Report, 
Running Fence). 


H.1, H.3 and H.4 - Comments about Dr. Welton L. Lee's contribution 
and methods have been responded to in Dr. Lee's letter to Mr. Tom 
Cordill, attached. Nothing further need be said here. 


H.2 and H.5 - Commentator asserts that the uniqueness of the ocean 
portion of the proposed Fence route is established by the North Central 
Regional Coastal Commission's approval of an application for status 

"as a Federal Estuarine Sanctuary under section 312 of the Federal 
Coastal Zone Management Act of 1972 for Tomales Bay and the coast 

line to Bodega Head."" The following information about that application 
and its implications was obtained via a telephone conversation with 

Mr. Michael L. Fischer, Executive Director, North Central Regional 
Coastal Commission, on November 26, 1975. 


Concerning the question as to whether the coastal end of the 
Running Fence would be in the proposed sanctuary: The proposal for 
an estuarine sanctuary is in a pre-application, preliminary stage. 
Detailed geographic mapping has not been done. The proposal is an 
attempt to get the feeling of the Federal Coastal Zone Management 
Office as to the value of the area (Dillon Beach to Bodega Head), 
in the context of a limit of ten estuarine sanctuaries in the entire 
United States. The emphasis is on protection of the estuaries them- 
selves; this means that activities at some distance from the estuaries 
proper could still come under consideration if they were to have 
"spillover" impacts on the estuaries, but probably not otherwise. 


Concerning the further question as to whether approval of the 
estuarine sanctuary would preclude approval of the coastal portion 
of the Running Fence: Establishment of the sanctuary would imply 
regulation, not ownership. The sensitivity of the estuaries was 
high before the (sanctuary) application, and remains high. Final 
approval of the sanctuary would not ipso facto preclude approval of 
projects such as the Rumming Fence. The major concern in the establish- 
ment of a sanctuary is with projects having long-term, continuing 
impacts; these include power plants, refineries, sewage outfalls, etc. 












De 
HOY 221979 cane 
ENVIRONMENTAL SCIENCE ASSOCIATES 
FOSTER CITY, CALIFORN‘A 94404 skiihe a5 A NE 
COUNTY OF COHOMA 


RECEIVE) / RECEIVED 
Ic 


November 19, 1975 


Mr. Tom Cordill 

Environmental Coordinator 

Sonoma County Planning Department 
County Administration Building 
2555 Mendocino Avenue 

Santa Rosa, CA 95401 


Dear Mr. Cordill: 


This letter is in response to the attached communication from Dr. Joel W. 
Hedgpeth, dated November 16, 1975. I trust you will see to it that my response 
is duly received by the Sonoma County Board of Zoning Adjustments and the 
other agencies to which Dr. Hedgpeth has sent copies. I would like to respond 
to several comments made by Dr. Hedgpeth in order of their appearance in his 
Netter. 

In Paragraph 1, Dr. Hedgpeth states that the area in question is "...the 
only area on the California Coast immediately between two active Marine 
laboratories...." While this particular point has little bearing on my charge 
which was to assess the environmental impact of the running fence on the inter- 
tidal, I should comment that the Hopkins Marine Station and the Moss Landing 
Marine Laboratories also fall into such a category. Depending upon one's 
judgment of "immediately," one might also include the Marine facilities at 
Long Beacn, Corona Del Mar and Scripps as falling into a similar category. Be 
that as it may, Dr. Hedgpeth utilizes this information relative to a proposed use 
of this particular swath of Coastline (Paragraph 2.) His statement that I was not 
adequately informed of the present legal status of this portion of the California 
coastline is perfectly correct. At no time was I ever informed of this matter, 
either by legal council or by Dr. Hedgpeth or Dr. Smith in my short conversations 
with them. I might add, however, that this information is of extreme importance 
to those making the ultimate decision concerning the Running Fence proposal, but 
in no way changes my assessment of the direct impact of the running fence on the 
intertical area in question. Since only a very tiny fraction of the coastline that 
Dr. Heczpeth mentions will be impacted at all, I see no reason to alter my 
statements unless it can be adequately shown that this particular region is of some 


special biological significance to the two Marine Stations in question. Indeed, 

it appears that Dr. Hedgpeth may concur as he States in line 20 of Paragraph 2: 
"Therefore, Dr. Lee's contention that this area is not unique is beside the point." 
I suggest that Dr. Hedgpeth's statements regarding the legal status of this 

area are indeed important to the ultimate decision but that they have no direct 
bearing on my assessment of the impact on the intertidal region. 


On the second page of his letter, Dr. Hedgpeth states: "I am sorry to 
say that Dr. Lee's implication that I was consulted and concurred in his judgment, 
and by implication, of the relative lack of effect of the project, is simply not 
true and must be corrected."' Dr. Hedgpeth proceeds to outline that the 
"consultation" was only a short conversation on the telephone. First let me say 
that Dr. Hedgpeth was completely correct in stating that the "consultation" was 
only a short telephone conversation. That was also true for Dr. Ed Smith, whom 
Dr. Hedzgpeth mentions in his letter. On both occasions I] explored briefly the 
feelings of these knowledgeable biologists relative to the impact of the fence on 
the biology of the intertidal area in question. In each case I received no information 
concernirg potential hazard to the intertidal area which I specifically requested, 
and in both cases statements were made which indicated that there were no 
overriding BIOLOGICAL reasons for worrying about the impact on this intertidal 
region. Jt should be noted that the footnote states only that these biologists 
concurred that the area was "not biologically unique."’ I believe the statement 
made on page 154 of the Impact Report is true and accurate relative to my 
conversations with these gentlemen. 


I must emphasize one point which appears to continually get lost in the heat 
of debate. I was asked to perform one strictly defined task, to assess the impact 
of the running fence, as proposed, on the stability and biological integrity of the 
immediate intertidal area where the fence would end. To the degree possible, I 
have done that and I see no additional information which would change my present 
assessment. However, I do see that many people may have strong objections to 
the intrusion of the running fence, objections not concerning the biological impact 
of the fence, but rather representing value judgments as to the aesthetics or 
legality of the fence or concerning the "impact" on future decisions of a similar 
nature. Many of these objections may be valid but they should be handled quite 
separately from the consideration of the biological impact. I personally may or 
may not have objections to the running fence based on my personal value judgments, 
but that should not have any effect on my assessment of the biological impact. 


Finally, I very much regret the implications made by the footnote on page 79 
of the report. I did indeed "consult" with the biologists listed. These contacts 


were brief as Dr. Hedgpeth stated, and I did specifically request information 
which might bear upon the task Iwas given. In both cases, statements were 
made which suggested that there was no reason to expect any Significant 
biological impact on the intertidal region. I most certainly was in error in 
not obtaining the explicit consent of these tvo biologists and apologize for 
that oversight. In point of fact, I was requested to produce a list of "anyone" 
I talked to regarding the work I was doing and accordingly provided the list 

i given on page 154 of the Impact Report, without even a thought of obtaining 
their express consent. This was an oversight on my part. I might also add 
that at the time of the conversations I had no intent to use their names nor 
had ever thought of such a matter. I also very much regret the implication 
that my action was “unethical.” If oversight is unethical then I am guilty, 
but I co wish to correct any improper implications which might be taken from 
the "supplementary contact list" on page 154 and the footnote on page 79. 


Iwould suggest that anyone having information directly bearing upon my 
assessment should duly submit their information so that it can be utilized. 
Contrary to Dr. Hedgpeth's implications, I am ethical and would hope that 
if I have been mistaken in my assessment, that responsible biologists would 
provide the appropriate information to make the necessary changes. 

> a v 
Sincerely, / / 
vi Af, : / . ie 
AY es awe 
LN a 
{ te = . 


Welton L. Lee 


, 
, 





cc Edmund H. Smith 


JOEL tv. MESDGPeETTras 
5460 Montecito Avenue, Santa Kosa, California 95404 © Telephone 707-539-1267 


ENVIRONMENTAL AND £DITORIAL ANALYSIS 


o- 
— 


Nov. 16 1975 


Dr Welton Lee 
California Academy of Sciences 
San Franisco 


Dear Welton: 


Engosed you will find copies of cogsmnications to the Sonoma Countty 
Board of Zoning Adjustments in the matter of the EIR for the Ruining 
Fence projecte 


In view of these, I would appreciate it if you could see your way 

to writing to them that your use of ny rams_in this context was 
without my specific consent or indication that you had such intention 
in our recent telephone conversations S 


Sincerely, 


\ 
Jo 2 Hedgpeth 
| 


‘ 
! 


/ 
cc SpMUND H. Smith 


J. Mrs. Lois M. Raymond 


Jets de2s Jeo, J24 and J-5°- These generail coments, ‘sone contaaning 
a large number of points, are repeated in the subsequent comments 
(J.6 et seq.); they are responded to at the appropriate points in 
the following. 


J.6 - Commentator asserts that the Summary makes a great point of 
distinguishing between "local short-term impact and the maintenance 
of long-term productivity.'' Consideration of this factor is mandated 
by CEQA and by the Office of Planning and Research EIR guidelines. 
The EIR does not take the risks and inconveniences to residents along 
the route lightly; the extensive analysis of traffic impacts, for 
example, bears this out. 


J.7 - County costs for hearings on EIR's and on projects themselves 
are presumed to be covered by fees imposed on the applicant; 

there are standard procedures and fees for all such applications. 
See DEIR, p. 51, first paragraph. 


J.8 - Holes backfilled with sand should fare as well in heavy 
rainstorms as the original soil; as noted on p. 126, DEIR, structure 
removal plans call for seeding of disturbed areas and placement of 
jute matting to stabilize the surface where necessary until revege- 
tation takes place. 


J.9 - Commentator notes an apparent conflict between the applicant's 
stated position that it is not his intent to encourage maximum visi- 
tation (Page 11, DEIR),on the one hand, and his advertising and 
promotion program, on the other. [Note that in the enclosures to 
Correspondence J (Section II above), only those pages related directly 
to the comment have been included.] In response, several points 

can be made.* First, the interested "audience" is that part of the 
public that is interested in art and art events. Second, the appli- 
cant points out that at the time of the Oakland Museum exhibit of 
the Valley Curtain and the Running Fence in August, 1975, seven 
other exhibits of his work were going on throughout the world. 
Third, the publicity for such museum exhibits is controlled by 

the museum, rather than the applicant. 


*Jeanne Claude and Christo Javacheff, telephone communication, 
November 30, 1975. 


J.10 - Within the Happy Acres subdivision the Fence is to run along 
a right-of-way that runs parallel to Meacham Road, under license 
granted by the subdivider. Wherever the Fence crosses a road, paved 
or unpaved, that is in current use, the Fence will break. The same 
is true for known animal trails. Each nylon panel will be anchored 
at two points between its supporting poles; thus on absolutely flat 
terrain there would be no ground clearance for passage of small 
animals. However, the usual terrain irregularities will provide 
space for passage, in addition to that at Fence breaks. 


J.11 - Cable will be brought in on cable trailers and unrolled from 
cable reels. 


J.12 - Jameson Trucking is in Petaluma, as the commentator states. 
There is no plan to have the fabric release from the bottom hooks. 
Therefore, it is irrelevant at which wind velocity such release 
occurs. Once the top and side clips release, and the panels lie 
flat, wind forces on the panels become inconsequential. 


J.13 - The potential impacts on Valley Ford were noted in the DEIR, 
on pages 191 and 210. 


J.14 - The non-commercial (non-profit) nature of the Rumning Fence 

is described in the DEIR. See, for example, pages 51 and 52. The 
State Lands Commission, in its action approving the original ocean 
portion of the route, referred to the application as one for a ''Non- 
commercial Lease" (State Lands Commission Calendar Summary, March 31, 
1975, "pages Til; 1(16) and 2(17)):. 


J.15 - The comment, re the Population and Community Characteristics 
section of the DEIR, that there is no mention of ''the proposed 
subdivision for Meacham Hill and Pepper Road" is irrelevant, since 
the section in question deals primarily with Countywide statistics 
and projections. 


J.16 - Rural residents who are not dairy owners should be added to 

the list of communities, as the commentator requests. The DEIR 
preparers were not aware at the time of preparation that there was 

a letter of opposition from the City of Cotati; this would have been 
included. We find now that the commentator is correct about Cotati's 
opposition. In our files at the time of preparation of the DEIR were 
letters from city planners in both Cotati and Petaluma (Cotati: letter 
of February 13, 1975 from Mark Thysen, Planner, to William L. Bettinelli, 
Esq.; Petaluma: letter of February 12, 1975 from Frank B. Gray, Director, 
Department of Community Development to William L. Bettinelli, Attorney). 
Neither letter raised any opposition to the project. Both noted its 
temporary nature. Neither letter was cited nor included in the DEIR. 


J.17 - The commentator's assertion that students who attend Dunham 
School do not have bus service is accepted. This changes no statements 
about project impacts; individual autos carrying students to Dunham 
School merely add to the normal traffic before and after school hours. 
To the extent that school bus traffic might be interfered with by 

Fence visitor traffic, as noted on page 42 of the DEIR, this auto 
traffic might experience similar delays. 


J.18 - The potential impact of Fence visitor traffic on the ability 

to provide various kinds of emergency service to the area along the 
Fence route is discussed in the DEIR, for example on page 61 (last 
paragraph) and the following development in that Traffic/Circulation/ 
Parking section. The emphasis in that section is on the assessment 

of the possibilities for congestion, with all its implications, and 

the suggestion of a mitigation approach. The conclusion (DEIR, pages 
66 and 67) that with the expected gradual buildup of visitor interest 
there would be time to implement a series of contingency plans, 
including the ultimate mitigation of requiring removal of the Fence, 

is most important. If Captain Denton of the CHP decides that potential 
congestion is likely to interfere seriously with the provision of 
emergency service, he will order the Fence to be removed; the applicant 
has agreed to comply immediately with such an order. 


J.19 - Comment quotes a statement from the DEIR. No response is 
required. 


J.20 - The impact of a temporary drain on the Petaluma water supply 

must be viewed in the context of overall water use as well as use by 
normal tourist traffic in the area. The upper limit of 100,000 gallons 
per day on the peak day is probably more than double a worst-case estimate 
of the average daily visitor use. This figure applies to use along the 
entire route. 


J.21 - Comment quotes a statement from the DEIR. No response is 
required. 


Je22, Jconandy J 24 — Same as Jie21. 
J.25 - See J.18, for response applicable to this comment. 


J.26 - The commentator appears to question whether the proposed monitors 
can handle all the duties that they may be assigned. It should be 
noted that the monitors will be operating in support of on-duty and 
off-duty police personnel and will be trained by the Sonoma County 
Sheriff's office and the Sonoma County District Attorney's office 

(DEIR, page 19). Details of operations by the monitors would be 

worked out at the training sessions. The monitors would not be 
controlling road traffic (DEIR, pages 46 and 47). 


J.27 - Comment quotes statement in DEIR and expresses concern about 
impact. No response required. 


J.28 - If chemical toilets were set up on private property, as 
suggested in the DEIR, parking would have to be provided on that 
property. Waste containers could be set up at stopping points along 
the roadway. 


J.29 - The no-smoking suggestion is one of several mitigation measures. 


J.30 - In case of emergency under congested conditions, the authorized 
traffic controllers could block access to particular road sections 
until the emergency vehicle(s) had gotten through.* Again, see J.18. 


J.31 - For effects of traffic congestion on milk trucks, see J.18. 


J.32 - Bonding and insurance arrangements and requirements are described 
at several locations in the DEIR. See Sonoma County Conditions, Nos. 
6 and 7, on page 23, DEIR, for example. 


J.33 - Commentator appears to be correct in her contention that a break 
in the ridge line will expose the full height of the Fence to view 

from some homes, including her own. The DEIR (p. 54, as cited by 
commentator) indicates that both close-in and panoramic views would 

be altered.** 


J.34 - Given the conclusion referred to under Response J.18 above, 

regarding the availability of time (after erection of the Fence) for accurate 
projection of peak conditions, and given the authority of Captain Denton, CHP, 
to demand removal of the Fence in advance of the development of peak 
traffic conditions, it appears that preparation of a detailed traffic 
management plan as a requirement for use permit approval is not 

necessary. 


J.35 - This is a comment on the project, not on the EIR. No response 
is required. It should be repeated here that the assessment of energy 
utilization was very much a worst-case analysis. 


J.36, J.37 and J.38 - These comments quote statements in the EIR. No 
responses are required. 


*A standard procedure, common in summertime traffic on Highway 1, 

for example, is for the emergency vehicle to move down the center 

of the roadway, at speeds as high as 20 MPH, with autos on both sides 
of the road pulled over with at least one pair of wheels on the 
shoulder. 

**Tt should be noted that commentator does not hold her view in per- 
petuity. The Assessor's Map (24-10) for the Happy Acres subdivision 
shows 10 residential parcels, from 0.54 to 1.08 acres each, in a 
direct line between her property and the Fence right of way. 


J.39 - Commentator notes that measurable rainfall occurred during 

the 'drv season" in 1975. Measurable rainfall at some point during 

the dry season would not necessarily mean that construction activities 
would produce harmful impacts, since dry soil can absorb or percolate 
some rainfall without becoming saturated. Construction would have to 

be controlled, depending on soil conditions. See Sonoma County Condition 


No. 8, DEIR p. 23. 


J.40 - Wind velocity figures for San Francisco Airport were used to 
document seasonal changes in the Bay Area. To develop similar infor- 
mation for the Petaluma Wind Gap would require a continuing measurement 
program over many years. Taking a limited number of measurements in 
one season of one year would provide little useful information. For 
significance of wind data, see response G.1 above. 


J.41 - See responses J.39 and J.40. 
J.42 - Not a comment on the DEIR. No response required. 
J.43 - Same as J.42. 


J.44 and J.45 - Each comment is a quote of the DEIR. No response is 
required. 


J.46 - Comment: '"'the place where my house should be marked is marked 
as a viewpoint and a hazard."" There is no more reason to mark 
commentator's house than there is to mark any other along the route. 
By commentator's own statement (J.33) the Fence will be visible from 
the area of her home. Therefore this spot along Meacham Road could 
very well be a viewpoint and a hazard. 


J.47 - As noted in the DEIR (footnote, p. 189), "Statements in this 

EIR about space along shoulders merely indicate that there is a physical 
capability for stopping. It is not certain that this will be permitted..." 
J.48 - See Response J.47. See also DEIR (footnote, p. 178): "Abnormal 
traffic will change movement of traffic and may make any stopping 
hazardous." 


J.49 - This four-part comment about traffic conditions near commentator's 
home is partly responded to by analysis of the second set of recent 
traffic counts, received by ESA after the delivery of the DEIR to the 
Sonoma County Planning Department. Table K-1 (Addendum), following, 
summarizes those data. ESA's analysis of the implications of the 

Table K-1 (Addendum) data and of the visitor traffic projections is 

as follows*: 


*Additional information was provided by Walter W. Laabs, Jr., 
Sonoma County Public Works Department, telephone conversation, 
December 1, 1975. 


TABLE K-i (ADDENDUM) 


TRAFFIC COUNTS, AUGUST 29 - SEPTEMBER 22, 1975* 
(SONOMA COUNTY PUBLIC WORKS DEPARTMENT ) 


Weekda Weekend or Holida 


1969**-2365** 





Road Segment 










Stony Point Road, 
South of Meacham 
Road 

















2132-2526 | 190-220 195**-295** 


Meacham Road, East 
of Pepper Road 















1039-1113 dASe r= 1062 ay Silex =139%% 


Pepper Road, East 
of Walker Road 



















1027-1348 | 106-218 894 - 932 104 -128 


West Railroad 
Avenue, East of 
Highway 101 









860- 977 O77) a=. 981 





*Ranges indicated, where several days' counts were made. 
**labor Day Weekend. 


Meacham Road, east of Pepper Road -- These counts were taken 
at a point about 500 feet east of the intersection with Pepper Road. 
Therefore, they do not document what may be a critical element of the 
interior road network; namely, the section of Meacham Road between 
Stony Point Road and the dump. However, they can be added to the 
dump traffic provided by Mr. Laabs (op. czt.). April 1975 vehicle 
counts on the dump road itself were as follows: 


Weekdays: Full-day 338-486 
Saturday: Full-day 1055 
Sunday : Full-day 1310 
Peak-hour 200 (rate level at about 170 
from 10AM to 4PM) 


For vehtcle trips (2-way), these figures must be doubled. 


If the weekend peak-hour figure of 400 dump trips (trip ends) is 
added to the highest weekend peak hour 2-way count of 139 (Table K-1 
Addendum) for the westerly end of Meacham Road, near Pepper Road, 
then the total weekend peak-hour traffic on Meacham Road at the Happy 
Acres subdivision would be a maximum of 550, allowing for inclusion 
of trips by Happy Acre residents themselves.* This is the projected 
traffic count before the addition of Fence visitor traffic. The 
latter are estimated under the assumptions and by the calculational 
methods of the DEIR (pages 208 and 209). Second-Sunday peak-hour 
Fence visitor traffic would be 300 (2-way). Therefore, the total 
second-Sunday peak-hour volume is 850, well above the two-way capacity 
(Level C) under congested conditions; in fact, exactly at the volume 
for Level D. Thus, on the peak Sunday, and probably on other weekend 
days, congestion on Meacham Road at the Happy Acres subdivision could 
be a problem, particularly if large numbers of visitors try to stop 
along the shoulders for views (or photos) of the Fence. Since the 
flows on weekdays, especially the first few, will be well below 
capacity (about 400 to 500, 2-way, peak hour), visitor behavior on 
those days can foreshadow the potential problems on the weekends, 
while not causing serious problems itself. Thus, there would be time 
for decisions about Fence removal, if traffic volumes are as high as 
those predicted here. 


SN Sie ae ° . . . . . 
This is an overestimate, because it ignores the possibility that 


some of the Table K-1 Addendum trips are to the dump, rather than 
to Stony Point Road. 


Stony Potnt Road, between Ratlroad Avenue and Meacham Road -- 
The new traffic counts (Table K-1 Addendum), taken in this section of 
Stony Point Road, supersede those used on Page 210 of the DEIR, which 
we find had been taken (May 1974) about 500 feet north of Pepper Road. 
The new counts for existing Sunday peak-hour volume * when combined 
with the Fence visitor projections for the second-Sunday peak hour, 
lead to a projected total volume (2-way) of 820. ‘This peak-hour 
volume is above the Level C capacity of 700, approaching the Level D 
capacity of 850. The new projected volume of 820 is very close to the 
projected volume of 825 (p. 210, DEIR), which had been estimated on 
the assumption of a normal Sunday volume of 3000 (all day). Thus, the 
conclusions of the DEIR (first paragraph, p. 211) stand. It should 
be noted that the recent roadwork on Stony Point Road included provision 
of a left-turn channel for traffic turning into Meacham from northbound 
Stony Point. While this would improve the left-turn situation, it is 
almost certain that under peak visitor traffic conditions a traffic 
controller would have to be stationed at this intersection. Experience 
on the first weekdays would again provide guidance as to what could be 
expected later, while unacceptable congestion would probably not exist 
at the time. Commentator's assertion that Steny Point traffic increases 
on weekends is partially correct (Table K-1 Addendum). The maximum 
peak-hour existing traffic is higher on the (Labor Day) weekend than 
on weekdays, but the total-day weekend traffic is lower than the 
total-day weekday traffic. In any case, the analysis here used weekend 
volumes, and the analysis in the DEIR assumed that existing Sunday 
traffic is double the traffic on weekdays. 


Pepper Road (east of Walker Road) and West Railroad Avenue -- 
The data on these two roads in Table K-1 Addendum indicate that on 
neither road will traffic volumes approach Level C under any circum- 
stances. West Railroad Avenue has extremely low existing volumes; 
Pepper Road (east of Walker Road) is not part of the viewing network. 


The projections of total visitor traffic reflect the judgment of 
an experienced traffic engineer, on the basis of visitor data for a 
variety of events, in the Bay Area and elsewhere. Other comments under 
J.49 have been responded to in the preceding discussion of Meacham Road 
and Stony Point Road traffic. 


J.50 - See Response G.1 above. 
*Mr. Laabs (op. cit.) estimates that the roadwork on Stony Point 


north of Meacham, which was going on at the time of the count south 
of Meacham, would not have affected the count significantly. 


konald |...) Raymond 


oat 


Kl, k.2 and k.3 - Comments on the project, not on the DEIR. No 


response required. 
K.4) = See) Response) J-/9) above. 
K.5 - See Responses K.1, K.2 and K.3. 


K.6 - Commentator asks tor detuils of the proposed operations in- 


volving transport of cable reels to the site, unreeling und place- 
ment of the cables, and behavior of the cables under temperature 
fluctuation. The cable trailer will be rented from Underground 


Construction Co. of Oakland. The rigs and the procedures will 

be similar to those used by Pacific Gas and Electric Co. in its 
own cable-stringing or cable-undergrounding operations, which 
are performed in both wet and dry seasons. A rule that will be 
followed, without variation, in all operations involving multi- 
axle vehicles is that gross weights will be limited to values 
such that the load per tire will be no more than that on a pickup 
truck like those used by the ranchers in routine operations (Paul 
Kayfetz, Attorney for the Running lence Corporation, telephone 
conversation, December 1, 1975). No information was available, 
at time of writing, on the subject of temperature effects on 
cables. Since nylon panels will he anchored to the ground at 
twenty-foot intervals (via anchoring of the bottom cable), it 

is difficult to see how any sag produced at the highest tempera- 
tures experienced will produce panel movements more extreme than 
those produced by mild breezes. 


Ko =aoee Responses J .26) and .J.18. 


K.8 - Total number of monitors will be sufficient to provide forty (40) 
in one shift on the peak Sunday and at other times as needed, with a 
normal-shift complement of twenty five (25). Not all will have 
motorcycles. Those with motorcycles would be using the roads only; 
they would not be going cross-country. Erosion is therefore not a 
problem in this context. To the extent that motorcycles are used, 

they will create intermittent (intrusive) noise events, but will not 
affect the time-averaged noise levels generated in the DEIR. 


K.9 - Commentator's judgment as to the visual impact of the fence 
poles (before installation of the nylon panels) is now part of the 
record. It does not affect the conclusion of the DEIR that the 
Fence 1s not a visual barrier before installation of the panels. 


K.10 - The comment pertains to the relationship between the Fence 
easement agreements, on the one hand, and Williamson Act contracts 
between landowners and the County, on the other. Terms of the 
Williamson Act agreements between the landowners and Sonoma County 
do not prohibit the landowner from granting this kind of temporary 
easement (written opinion of Ms. Caroline Kerl, County Counsel's 
Office, in County Planning Department files). The potential detri- 
mental effects of the Fence on the preservation of agriculture in 
Sonoma County are another issue related to the intent of the 
Williamson Act. The DEIR concludes (p. 145) that developmental 
growth, other than at current rates, is not a likely outcome of the 
PROIECE. 


Kel oeem Response: dialO2 
Kl SeesResponsenJial7-: 
K.13 - See Responses J.18 and J.30. 


K.14 - The statement in the DEIR is an accurate paraphrase of 
Lt. Greer's statement. 


Kolo izmsee Responses: Ji 17 <and J.18'. 
K.16)= See’ Responses Ji228) and K.H0. 
K.17 - Quotes the DEIR. See also Responses J.18 and J.30. 


K.18 - See Responses J.28, J.47 and J.48. A distinction between 
"stopping" and ''parking'' should be made. 


K.19 - See Response J.29. 
K.20 - See Response J.30. 


K.21 - The cited statements are taken out of context. The statement 
about the price of milk in the first paragraph on p. 48, DEIR, 

refers to the comparative market for milk; that in the third paragraph, 
same page, to price as related to production cost. Data as available 
were used; there was no selection to prove a point. The important 
statement in the ECONOMICS Setting section of the DEIR was that there 
are existing pressures for development in the area of the Fence route, 
in spite of the depression in the housing industry in the Bay Area. 


K.22 - With regard to personal and corporate income, the DEIR cited 
data from federal income tax returns. The purpose was to document 
the non-commercial nature of the enterprise. See the statement of 
caution in the DEIR (p. 52, paragraph 1, last sentence). See also 
Response J.14. 


K.23 - Quotes the DEIR. No response required. 
K.24 - See Response J.33. 


K.25 - See Response J.49. Commentator misinterprets assumptions 
about tratfic splits made by ESA's traffic-engineering consultant. 


K.26 - See Response J.49. 

K.27 - Comment on project, not on DEIR. No response required. 

K.28 - See Response J.49. 

K.29 - The DEIR is quoted out of context, with respect to the presumed 
relationship between the existing recreational potential of the area* 
and commentator's statement: ''This thing is being proposed as a 
recreational use on Agricultural Preserves." 

K.30 - See Response J.39. 

K.31 - See Response J.40. 


K.32 


See Response J.39. 


K.33 - There is a difference between the soil's being dusty dry, on 
the one hand, and moist, but still not susceptible to rut formation 
or erosion, on the other. See suggested mitigation, p. 104, para- 
graph 2, DEIR. 


K.34 - The comment concerns the noise from the truck (and other 
vehicle) traffic on Meacham Road. The DEIR conclusions about existing 
noise along the Fence route are not affected by the new traffic-count 
data on Meacham Road, even with the truck data supplied by Comment 
Kaze. 


K-55; and K.56 —sSee Response J-4 9. 


K.37 - See Response G.1, with respect to testing in Colorado. The 
remainder of the comment has to do with the project, not the DEIR. 


*The cited statement refers explicitly to the ocean end of the 
Fence. 


L. Sonoma County Public Health Service 


L.1 - Commentator notes that, with respect to liquid waste, the DEIR 
refers only to potential effects on public sewerage systems, whereas 
septic systems are used by restaurants and service stations in the 
rural area. He notes further that overuse of such systems, 
particularly in Bloomfield and Valley Ford, can have serious 
contamination consequences. This provides further support for the 
suggested mitigation measure (p. 45, DEIR) of provision of chemical 
toilets, particularly in these areas. 


L.2 - This comment concerns the suggested use of water-filled spray 
rigs, on stand-by on ranches, for fire protection. Commentator 
asserts that the proposal is highly improper due to insecticide 
residue in the rigs, which might expose people to harmful, if not 
lethal, insecticide levels. The proposal was made (by the applicant) 
on the understanding that the rigs to be made available were used 
only for the spreading of liquid fertilizer (telephone communication, 
Paul Kayfetz, Attorney for the Running Fence Corporation, November 28, 
1975). Precautions will be taken to see that no rigs that have been 
used for insecticide or herbicide spraying will be applied to fire- 
fighting. 


L.3 - Commentator's recommendations for toilet and handwashing 
facilities for workers, and for provision for removal of litter 
generated by workers and viewers, become part of the record of 
recommendations for conditioning of the proposed Fence use permit. 


M. County of Marin Department of Environmental Services 


The only comment pertaining to the DEIR per se is ''...the report 
appears to cover the major concerns of the Marin County Planning 
Department and this division.'' The comment is acknowledged with 
sincere appreciation. 


N. U.S. Army Corps of Engineers, San Francisco District 


The conmentator notes that the DEIR incorrectly stated that the Corps 
had granted a permit for those portions of the originally proposed 
project under its jurisdiction. ESA apologizes for this error, 
generated in the course of the last-minute revisions to the DEIR 
before printing. What the DEIR preparer had in mind was the following 
statement from the Corp's Public Notice 75-315-053 of March 7, 1975: 


"In accordance with requirements of the National Environmental 
Policy Act (PL 91-190), the Corps has evaluated the environmental 
aspects of the proposed activity and has determined that the activity 
involves a minor effort of no significant effect on the quality of the 
human environment. Therefore, at this time it does not appear that 
the preparation of an Environmental Impact Statement (EIS) by the 
Corps will be necessary." 


PART 2 


LATE COMMENTS AND RESPONSES, AND TRANSCRIPT 


ls INTRODUCTION 


The contents of Part 2 of this Addendum are as follows: 


(1) Letter from Division of Forestry. The Comments therein 
were responded to at the December 3 hearing. See transcript following. 


(2) Letter from Dr. Welton L. Lee responding to comments of 
Jerome Tichenor (Part 1). A full ESA response to Mr. Tichenor's 
comments appears in Part l. 


(3) Letter from Dr. Welton L. Lee responding to comments of 
Lois Raymond (Part 1). A full ESA response to Mrs. Raymond's comments 
appears in Part l. 


(4) Letter from California Coastal Zone Commission (short title). 
No response is required. The Coastal Commission action had been cited 
in the Draft EIR. 


(5) Pertinent pages from the transcript of the December 3, 1975 
hearing on the EIR. Omitted are the pages concerning procedures for 
the hearing and the EIR processing, as well as the pages covering 
the reading of the Part 1 responses into the record. Included are 
the oral comments on the EIR (BZA and public) and the oral responses 
thereto (R. Cole, ESA; T. Cordill, Sonoma County Planning Department). 
The transcript pages are preceded immediately by a list of errata in 
the transcript. This list ignores errors of transcription in grammar 
and usage; it includes only errors of substance. 


II. LETTERS OF COMMENTARY AND RESPONSE 


ATE OF CALIFORNIA—RESOURCES AGENCY 


=PARTMENT OF CONSERVATION 
IVISION OF FORESTRY 


noma Ranger Unit 

560 West College Avenue 
anta Rosa, CA 95401 
46-1544 





December 2, 1975 


George Kovatch, Planning Director 
Sonoma County Planning Department 
2555 Mendocino Avenue 
Santa Rosa, CA 95401 


ATTENTION: Robert Pocan 
Dear Mr. Pocan: 


In regards to the RUNNING FENCE Environmental Impact Report, the Cali- 
fornia Division of Forestry would include those comments made in a 
letter to your office for the RUNNING FENCE Use Permit Application 
dated January 21, 1975. California Division of Forestry would also 
like to make the following additional comments. 


One area of concern can be directed at the potential traffic in the 
event of a fire in this area or other emergency in which vehicles are 
required to respond into, through or out of, during peak traffic flow 
periods. We feel that traffic control problem criteria should be estab- 
lished so that the movement of these emergency vehicles would not 
endanger the personnel on them or the sightseer, etc. 


Another impact as an unknown could be to the drawing of people living 
outside the area to establish residence in either existing or newly 
constructed residences to the point that in the future this new popu- 
lace would increase either fire occurrence or demands on other emergency 
services, schools, etc. This new populace would not necessarily reside 
in the area of the fence. The EIR confines it's comments to the area 
of the fence. 


Although the EIR mentions a study of potential visits by water, it does 
not mention a potential visitation by air. 


SONOMA COUNTY Very truly yours, 


FRANK E. CROSSFIELD 


P Ih A NI NI NI G D F PT. State Forest Ranger IV 
Cee: oa eon ay awh cate een 


I Sats 


cm 
i 


‘ 


i! n ; 4 
omy ty NaS eu coal by GERALD R. MURPHY 
ke es ne ee es Gea 4 Fire Prevention Supervisor 
Ser ee, ee ie ji 
as ele b + - we S) roe 4 
32 Ee a5 Neste) NSE? ely os 


i ee 


eb The negra 
GC = ket or oe ri yey 


CONSERVATION IS WISE USE—KEEP CALIFORNIA GREEN AND GOLDEN 


November 25, 1975 


Mr. Tom Cordill 

Environmental Administrator 
Sonoma County Planning Department 
County Administration Building 

2555 Mendocino Avenue 

Santa Rosa, CA 95401 


Dear Mr. Cordill: 


I have received and reviewed the two letters which you forwarded 
to me. As you know, I was sent a separate copy of the letter from 
Dr. Joel W. Hedgpeth, dated November 16, 1975. You should already 
have my response to the charges in that letter. 


I do not feel that the second letter you sent, namely the response 
of Mr. Jerome Tichenor, the "artist, "’ merits comment since satirical 
poetry does not constitute a responsible or objective criticism of a 
scientific evaluation. I note with interest that the address of Mr. Tichenor 
and Dr. Hedgpeth is one and the same. ; 





ea 
Singerely, / 
Lh 
ren 4 Ls = = 
nr NAT A CE C hs Ce 
Ce Meeeriaue ak erties Satie es 
Sec se Welton L. Lee 
. oe gown: th ' oe Consultant 
zu 
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“5 i 
hi css A Seas waa? Ue 
bee a pola a ae ‘ 


WLL:rm 


S SoM a A COUNTY 


: j ayes theca = 
be t SAY { t ) 
‘ Bam, ia Ween AS) Re ab . } : tum a . 


Mr. Tom Cordill 
Environmental Administrator sri | a Boh: epee rl. eh lane caer 
Sonoma County Planning Department i oa oe aie 


County Administration Building ; a8 
2555 Mendocino Avenue Fee Orbe aaeecae 
Santa Rosa, CA 95401 sei Lp eae A ee ete 
Dear Mr. Cordill: Be Cp oe ie kisi e i 


I just received copies of the responses to the Environmental Impact 
Report on the Running Fence and would like to comment on two of the 
letters in which statements were made relative to my assessment of the 
impact on the intertidal and subtidal areas. 


The first letter is from a Mrs. Lois M. Raymond, dated November 23, 
1975. On page one of that letter the comment is made that [there is] 
',..no investigation of the intertidal area for in-depth analysis of the 
marine communities present."’ As substantiation of this statement, Mrs. 
Raymond quotes my report (page 89) "... the short period allowed for an 
investigation of the intertidal area obviates any in-depth analysis of the 
marine communities present."’ What was omitted, however, was the 
remainder of my statement which says, "However, the area in question is 
so typical of other exposed coastal areas along this coastline that a 
description of the major faunal elements and the prevailing environmental 
conditions is sufficient to make a reasonable assessment of the impact." 
Let me pursue what might be entailed if one were to take the implications 
of her comment seriously. 


The major question would be: What is the effect of Running Fence on 
the intertidal communities under the worst possible sequence of events? 
These would be: 1) the unseasonable occurrence of heavy storm activity, 
2) the dislodging and/or breakage of the anchors, 3) the scouring of the 
area by a loose cable and 4) the dislodgment or sloughing of debris onto 
the upper intertidal. To answer such a question would require complete 
knowledge of the distribution of the most susceptible species in an arc 
through which a loose cable would move, simulation of the effects of a loose 
cable and estimates of the over-all effect in the entire area, and several 
years of detailed population studies to assess natural variability in population 
levels and recruitment, particularly as they change during the stormy months, 
with a final mathematical assessment of the degree of natural die-off from 








RECEIVED 


DEC SiS 


PLANNING DEPARTMENT 
COUNTY OF SONOMA 


scouring as compared to the additional die-off under these simulated 
conditions. In addition, to study the effect of sloughing and landslide - 
from one pole - a complete analysis of the species in the upper intertidal 
would be necessary, followed by detailed studies of effects of natural 

slide activity on population levels as compared to simulated slides of a 
magnitude similar to that expected with the dislodgment of the last pole. 
The intertidal area in question, although depauperate, nevertheless 
contains many hundreds of species. Population studies and the experi- 
mentation of the magnitude needed for a full "in-depth" study would 
require the efforts of many people over several years. Such a study would 
almost certainly create more of an environmental impact than the Running 
Fence even under the worst possible conditions. I therefore feel that the 
effort implied would far exceed the expected impact by such a degree that 
it would be unreasonably costly, unnecessarily destructive to the intertidal, 
and provide no more real assurance of the ultimate outcome. I therefore 
feel that the present level of study is perfectly adequate for a reasonable 
prediction of the worst possible effects on the areas and provides that 
information with little or no impact on the area in question. 


The second letter which requires comment is from Mr. Ronald L. 
Raymond from the same address and dated November 23, 1975. On page 
six of his letter he refers to a statement I made: "In brief, the area, 
because of its location and isolation, now has little recreational potential." 
Mr. Raymond apparently objects to this statement because the Running 
Fence has been proposed as a "recreational use on agricultural preserves." 
The statement I made is perfectly correct, for I said the area had "little" 
recreational potential, not ‘no’ recreational potential. The one-time, 
relatively short-term use of this land, as proposed, seems to me to fall in 
the category of little recreational use. Obviously, the term is dependent 
upon an individual's concept of "little" and therefore is subject to different 
interpretations. 





Sincerely, 


t 7 Ge cae 
.Dr. Welton £. Lee 
Consultant 


WLL:rfm 


TATE OF CALIFORNIA 


-ALIFORNIA COASTAL ZONE CONSERVATION COMMISSION 


(ORTH CENTRAL COAST REGIONAL COMMISSION 
050 NORTHGATE DRIVE, SUITE 130 

AN RAFAEL, CALIFORNIA 94903 

415) 472-4321 


November 25, 1975 


Thomas Cordill 

Environmental Administrator 
Sonoma County Planning Department 
2555 Mendocino Avenue 

Santa Rosa, California 954,01 


Edmund G,. Brown, its 9 Governor 








RECEIVED 
DEC 1 1975 


PLANNING DEPARTMENT 
COUNTY OF SONOMA 


Re: Environmental Impact Report, Running Fence 


Dear Mr. Cordill: 


This letter hereby recognizes that Sonoma County is the lead agency 

in evaluating and acting upon the Environmental Impact Report 

for the Running Fence in Sonoma County. To aid in your evaluation 

of the Coastal Commission's concerns about this project, I am enclosing 
the staff report and action of the State Commission meeting of June 18, 
1975, at which this item was considered. The Commission's resolution 
fairly represents the concerns relative to this proposed project. 


If you have any questions or comments please contact me at (415) 


Wi72-L3216 


Sincerely, 


Le A Val / w 
Se divs A Re & TY ke 4 ted 
ra 


Gary L. Holloway ae 


Senior Coastal Planner 


bev 
ence 


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tea 


Meta mae eae avr Fees ae 


t 
ees Seana 
Ta hy da sUsawuas 1 in Fea” We or 


STATE OF CALIFORNIA a oP 2 
CALIFORNIA COASTAL ZONE CONSERVATION COMMISSION 
1540 MARKET STREET, 2nd FLOOR 

SAN FRANCISCO, 02 ; 
PHONE: (aavee sce iv \ (, Zh 


\ 


FOMUND G. FROWN 


\ 





July 22, 1975 NORTH CENTRAL COAST 


REGICNAL COMVISSION 
U2 otaisie 


Running Fence Corporation = ie 
c/o Marty Abell R E C E | V : ») 
URS Ressarch Corporation 

155 Bovet Road 

San Mateo, California 


Res Anpeal Noe 103~75 
Dear Sire 

On June 18, 1975, by a vote of 3 in favor, 
9 against, the California Coastal Zone Conservation 
Commission denied your application for a rernit to 
construct the devolopient described in the attached 
staff recommendation. 


Yours very truly, 


JOSEPH E. BODOVITZ 
Executive Director 


Attachment 


ect North Central Coast Regional Commission “ 


Ea 
( 
CALIFORAA COASTAL ZONE CONSERVATION CGMMISSION 
1540 Market Streaty Sap} FroickealohlofOftis 557-1001 
rar ARO MeN barron 
JUL 2 4 19/9 Appeal No. 103-75 


Running Fence) 


60th Day: 5 
DECISION OF PE CEIVED ay: 1/5/75 
REGIONAL 


COMMISSION : Permit granted with conditions by North Central Regional Commission 


PERMIT 
APPLICANT: Running Fence Corporation 


APPELLANTS : Lawrence White, COAAST (Californians to Acquire Access to State. Tidelands 
and the Committee to Stop the Running Fence 


DEVELOPMENT 
_ LOCATION: In Sonoma and Marin Counties, extending 24 miles from Highway 101 near 
Petaluma through Valley Ford and 600 ft. into the ocean at the mouth 
of Estero de San Antonio (Exhibits 1 and 2) 
DEVELOPMENT 


DmoCRIPTION: Construction of a temporary 18 ft. high white nylon fence supported by 
poles, cables, guy wires, and anchors (Exhibits 3 and 4 


PUBLIG HEARING: Held June 4, 1975, in South San Francisco 


STAFF RECOMMENDATION RE TWO-THIRDS VOTE: The staff recommends that a 2/3 vote to appro. 
this application is required under Coastal Act Section 27/,01 (a), which requires a 2/3 _ 
vote to approve “dredging, filling, or otherwise altering any bay, estuary, salt marsh, 
river mouth, slough, or lagoon...." and Section 27401 ey which requires a 2/3 vote to 
approve "any development which would adversely affect...existing areas of open waters 


free of visible structures...." 


STAFF RECOMMENDATION: The staff recommends that the Commission adopt the following 
resolution: 


I. Denial. 


The Commission hereby denies a permit for the proposed development on grounds 
that the applicant has not met the burden of proof that the proposed development would 
be consistent with the findings, declarations and objectives of the California Coastal 


Zone Conservation Act of 1972. 


II. Findinys and Declarations 


The Ceunission finds and declares as follows: 


1. Project Susmary. The 24-mile long nylon fence proposed by the applicent 
would cross the coastal permit zone twice: once at Estero Americano, the Sonoma—iarin 
County boundary, and once where the fence would enter the ocean at the mouth of Estero 
d= San Antonio in Marin County (Exhibit 2). Easements have been obvained from property 
o:mers along the route. A lease has been granted by the State Lands Commission for the 
tidelands portion. An Army Corps of Engineers’ permit and possibly a water Quality 
Control Board discharge permit remain to be obtained. The fence would consist of nylon 
mansls hunz betwen two cables suspended from metal pales. Tne poles and cables would 


be Suoported by puy wice ith coal enchorstariven Ypibbe “ (OCLMe veriGiedsa eiciiat 
fence is dismantled, { r wires would be cub and th - dvs renain vadergceount. 
x 
No »oles would be placed below mean low water. A single cable attached to trio 
Danforth anchors would support the 600-ft. segment in the occan. Construction of the 
poles, cables, and guy wires would begin as soon as all permits are granted. Tne panels 
would be hooked up on September 15 for a 2-week display period. 


This $1 million project is proposed on behalf of Christo Javacheff. Previously, 
he tas undertaken other outdoor projects such as inflating a 280-ft. hign air b3z in 
Kassel, Germany; placing a plastic cover over a mile of shoreline near Sydney, Australi 
hanging a 400-ft. curtain across a gorge in Rifle, Colorado; and most recently, covering 
an ocean cove near Newport, R. I. with 150,000 sq. ft. of plastic. 


2. Controversy Over Artistic Merit of Project. The applicant, supported by 


museum directors and art critics, contends that the proposed fence, and the process of 
building it, are an artistic endeavor of international importance. Opponents of the 
fence consicer it a coastal carnival, a promotion, a publicity stumt. Huch of the 
hearing time before local governments considering the proposed fence was spent on 
artistic merit: is the fence art or isn't it? 


The Commission makes no finding whatever with regard to the artistic merit, or 
lack of merit, of the process or project. The Coastal Act does not require that a proj- 
ect be a work of art to be approved, nor does the law allow environmental risk or 
degradation because a project is determined to be of artistic merit. Tne Commission 
must, under the Coastal Act, apply to this proposed development the same standards and 
judgments that would be applied under the Coastal Act to any other development. 


The applicant's attorney has submitted the following description of the project: 

"The process of developing, planning, implementing—and removing without a trace—his 
Work OL aru 1S Une most important areisuic aspect cf Christo's work Jiliniothe wards, 
in this case it's not the ‘Running Fence' alone which is artistically important to 
Christo; the entire process of the engineering work, the legal work related to the 
acquisition of easements, the interaction with the community and with governmental 
agencies also are crucial to his art" (emphasis in original). Except for the removal 
aspect, this definition—planning, engineering, obtaining easements and permits, etc.— 
would qualify every land developer as an artist and every land development as a work 
of art. Clearly, the Commission must evaluate this proposed development under the Coaste 
Act as it would every other proposed development, and not accord it special treatment. 





3. Requirements of Coastal Act. The California Coastal Act, adopted as an 
initiative measure by the people of California in 1972, states that "the coastal zone 
is a distinct and valuable natural resource,..-existing as a delicately balanced eco- 
system; that the permanent protection of the remaining nstural and scenic resources of 
the coastal zone is a paramount concern to present and future residents of the state 
and nation; that in order to promote the public safety, health, and welfare, and to 
protect public and private property, wildlife, marine fisheries, and other ocean resource 
and the natural environment, it is necessary to preserve the ccological balance of the 
coastal zone and prevent its further deterioration and destruction;-..." (Sec. 27001). 


The Act further provides that any proposed project, to be approved, must be con- 
sistent with these findings and objectives, and that the burden of proof as to consisten 
is on the applicant. 


L. The Project and Its Risks. The coastal area through which the fence would 
pass is fragile, generally unspoiled, and relatively isolated. Into this area the appli 
cant proposes to bring a corps of consultants to supervise the fence construction, and 
also to invite large but unpredictable numbers of spectators. The environmental risks 
are of two types: 


y= 


eee ¢ 

; a. Constructiourenua Removal of Fence. Althoug, Wh f : wW1i 
display for only two wecks, construction and removal eae vider the aps a 
Schedule, require several months. In the coastal area, the fence conseecenied would 
involve placing poles in rolling agricultural land, and on the sides of stecp slopes 
draping the nylon across salt marshes and tidelands, and anchoring the fence in the 
ocean. The applicant and his consultants (biologists, geologists and engineers) con- 
cede that this area is of great environmental significance and could be aonaed by un- 
wise construction methods, but the applicant and his consultants maintain that the 
work can be accomplished with a minimum of environmental damage. Their assess ient 
of the impact of proposed construction is strongly disputed by the opponents, vhose 
arguments are bolstered by Dr. Joel Hedgpeth, a renowned authority on this coastal 
estuarine area. Time has not allowed for independent study to try to resolve the 
dispute between the claims of the consultants employed by the applicant and the objec— 
tions of the opponents. Given the fragile and important nature of this coastal area, 
the burden of proof is heavy upon those who wish to intrude needlessly into it, and the 
applicant has not yet met that burden. 


b. Spectators and Curiosity-Seekers. The second risk comes from the crowds— 
of unpredictable size and duration—likely to seek to view the fence. To reach those 
parts of the fence within the coastal permit area, there may be some visitors arriving 
on foot or on bicycles, but most mzy be expected to come by car, bus, or motorczcle. 

To see the proposed fence where it enters the ocean, these visitors would have to travel 
on narrow, winding, rural roads--or across dry grasslands. The danver of erosion caused 
by people trampling on coastal bluffs and fields, the danger of people disturbing the 
estuaries, and the danger of grass fire (the display would be at the height of the fire- 
danger season, in late September) are recognized by all parties. Large numbers of 
people drawn to the area coulc clog the major coastal access roads, both during con- 
struction/removal and display periods, thus significantly interfering with other 
recreational travel to the coast at the height of the sumner and fall visitor season. 


5. Efforts to Mitigate Possible Adverse Effects. Both Marin County and Sonoma 
County, whose approval was needed for portions of the fence, have granted their approvals 
subject. to numerous conditions to try to deal with these risks. Their conditons, and a 
similarly long list of conditions imposed by the North Central Regional Coastal Commis-— 
sion in granting its approval, generally require the applicant ,tc nire consultants to 
plan and supervise the construction, and to have fire and police protection and monitors 
to control crowds. The conditions also require bonds to help enforce the conditions. 
Because of the wording of some of the conditions, however (Exhibits 5, 6, and 7), their 
enforceability could well be subject to disputes. In any event, many of the conditions 
seek to mitigate or repair environmental damage after it has occurred. The Comission 
finds no justification for such an approach in the Coastal Act, and finds no legal 
basis for excusing long-term environmental damage on grounds the cause of it was on 
display for only two weeks. 


The Commission further finds that no Environmental Impact Report has ever been 
prepared for this project, despite its obvious potential for major environmental dis-— 
ruption, and finds that in the absence of the full evaluation an EIR could hae pro- 
vided, it is difficult indeed to judge the effectiveness of the proposed conditions. 


III. ERRATA IN TRANSCRIPT* 





it Page 105 bine, 7: MR. CORDILL, vice DR. COLE 

Ze Rage, OR wine sy7.< Same as 1. 

3. Page 18, Lines 14-15: ...and I will read them at the appropriate 
points, vice ...and I will read them at this point. 


4. Page 24, Line 15: Thompson, vice Thomas 


5. Page 62, Line 20: Subjective, vice substantive 

On Rages Orlane ele Quarry, vtce Korty (twice) 

7. Page 77, Line 14: antithetical, vtce antiethical 

Ss JPkevexsy 7/8) 6 Malis Z7A8 ...Close to if perhaps not over, vice 


...Close to perhaps not over 
oe) Page si), Lines 14); attains, vucee shears 


10. Page 82, Line 21 fast, vice far 


ll. Page 90, Line 4: visual and aesthetic, vice just am antiaesthetic 
12. Page 90, Line 6: need, vice may 
13. Page 91, Line 15: environment than, vice environment of 


14. Page 91, Line 17: CEQA, vice SEQA. This correction applies 
wherever "'SEQA' appears. 


*Replacements for errata are indicated. Errata in transcript section 
containing reading of Part 1 into the record are not shown. Part 1 
herein supersedes that portion of the transcript. 


Ss 


16. 
Lies 
18. 
HSE 


20. 


Zale 


Zein 


Page 


Page 
Page 
Page 
Page 


Page 


Page 


Page 


65 


97, 


Lines 18-19: 


Line 
Line 
Line 
Line 


Line 


Line 


Line 


25 


USE 


26: 


As I read, the requirement over estuarine, 
vice As I read the requirement, other 
estuarine 

viability, vice liability 

full, vice fourth 

Thompson, vice Thomas 


the, vice that 


unless special flights were made, vice 
of less special flights made 


was reference to such a letter, vice 
was such a letter 


prohibition, vice provision 


IV. TRANSCRIPT = (SELECTED PAGES) 


Rime 


wv 


10 
1] 
12 


1 


_——— oe 


T ORIGINAL) © 


| 
(Noy ee 





BEFORE 1): BOARD OF 20 :IN%G ADJUSTMENT 


COUNTY OF SONOMA 


TN HE MATTER OE: 


Hearing Re: CHRISTO RUNNING FENCE. 


a ed es ed 





ROOM 107-A 
COUNTY ADMINISTRATION CENTER 


SANTA ROSA, CALIFORNIA 
Wednesday, December 3, 1975 


9:00 A.M. 


== ZOUOS— 





ama 
| Robertew. Wontdgey,, (C. SiR. bb bb Bie 


50 Santa Rosa Avenue ee 4 4975 









PLANNING DEPARTMENT | 


Santa Rosa, Ca. 95402 
| COUNTY OF eoNor 


te) 


ws) 


6 


wm 





THE. COMMISSION: 


COUNTY COUNSEL: 


ENVIRONMENTAL 
COORDINATOR: 


SDAPEs: 


Chris K. Kjeldsen, Chairman 
George Kovatch 
Edward T. Meese 
Fred Realy, Jr. 
COM @)w Ora iaee leat 


Adrian Swensen 


Prentis Fish 


Tom) Cordial 


Bob Pocan 


APPEARING ON BEHALF OF 
CHRISTO JAVACHEFF: 


Edwin C. Anderson, Jr., ESq. 


Paul Daniel Kayfetz, Esq. 


th 


10 
1] 
12 
13 


14 


16 
17 
18 
19 


20 





18 


number is marked, and listen to the response. I will 
identify each response by the caption "K.13," "J.24," 
et cetera,as it applies) 1n the ‘course, of your decision, 
but it might be more efficient if you withhold comments 
until I continue to read. 

Just to make sure I don't forget something, I will 
respond first to the comments that were read by Mr. Cordill 
from the Division of Forestry. 

The letter was dated December 2nd. I did not see 
it until this morning. 

The letter makes three points. One concerns the 
effect of traffic congestion upon emergency vehicles 
to get through. There are responses to that question 
throughout this document, and I will read them at this 
point: 

The second concerns growth effects on areas outside 
the immediate route of the fence and the growth induction 
section of the DEIR, Pages 144 and -5, respond to that 
question. 

There are other places where it is discussed, I 
believe, in the economic section. 

The third point has to do with visits by air. 

They are mentioned on Page 61 of the EIR. 

CHAIRMAN KJELDSEN: Excuse me, Dr. Cole. Could 
we proceed this way: 

That if any of the Board has comments relative 
to the document that you are referring to, you will read 


a response, and if the Board has any questions as to that 








10 


11 


12 











24 


disrupt the soil, then the top and side clips 
would have released, allowing the affected 
nylon panels to fall and lie flat on the ground. 
In other words, the anchors, tested in place to 
a force of 7,000 lbs., could never be exposed 
to such a force. If the system is designed 

(and has been tested) to withstand 25 MPH winds, 
there is no reason to make it fail (break away) 
at such wind speeds." 

I have been informed this morning that two representatives 
of a firm retained by the Applicant have recently made 
further calculations and that individual answers will be 
tested to different loads, as I understand it now, ranging 
from 7,000 to 9,000 pounds. And if there are any further 
questions, these two gentlemen, Messrs. Thomas and Fuller, 
can answer the questions. 

Comment G.2: 

"Commentator objects to the failure to 
include in the DEIR the cited letter by Margaret 
Azevedo, Chairman of the North Central Regional 
Coastal Commission. See Response F.1 above for 
the applicable response." 

"G.3 - Commentator asserts the EIR ‘is 
surprisingly inadequate in essential documentation' 
(again, see Response F.1 above), and goes on to 
impugn the ethics of the DEIR preparers. His 
commentary appears to apply primarily to the 


contribution or Dr. Welton Lee, produced under 








not appropriate there; but I think they are ranchers that were 
stating that they consider the environmental impact on their 
land and the sheep and the grazing, and what have you. 

I thought that should be part of the record. The 
other letter does have a specific issue that is raised and 
refers to certain pages of the EIR. 


MR. POCAN: Paraphrasing -- 





MR. FISH: Read them. 
MR. POCAN: I will read the whole thing. | 
"Dear Chairperson and Members of the B.Z.A. ..." 
It is dated December 3, Santa Rosa. | 
"I have studied the draft EIR submitted by 
Environmental Science Associates on the Running 
Fence and I wish my comments to be a matter of 
record. 
"The excesses of pollution, energy waste, 
costs of services and damage to the land in general 
is something which cannot be satisfactorily 
mitigated as far as I am concerned. There would 


have to be some overwhelming redeeming features 


of this project to seriously consider mitigation. 





In my opinion there are no overwhelming benefits 
to the people of Sonoma County and therefore I 
urge that your approval cf this project be with- 
held. 

"I did note two very glaring omissions in the 
Bip | Thestrcst)ione 12s) that ‘there is: no plan to 


mitigate the visual and aesthetic pollution 


to 


10 


1] 


2 


My 


18 


19 








56 

(pp 53-54). And there iS no proposal apparent 
for determining that Running Fence activities 
should cease because of the dampness in the 
ground. Do men and equipment have to be mired 
up to their axles before the work stops? Or will 
it stop at the first sign of damage to the 
environment. Who decides and by what method? Should 
this be considered? 

"I am, in my absence, appearing before the 
California Coastal Zone Conservation Commission 
on a Similarly important matter and regret not 
being amont this group today. I remember prior 


hearings as being lots of fun, like a circus." 


"Sincerely, Charles H. Rhinehart." 


Two other letters: 

Would the preparer of the EIR respond to those two points 
that were raised? 

DR. COLE: Point one concerned “visual and aesthetic 
pollution. 

We made no claim that there is visual or aesthetic 
pollution. We stated, as exactly as we could, vhat the 
visual and aesthetic impacts were. 

In our judament, if one accepts the contention that that 
is pollution, there are no mitigating factors before him. 

And we listed only those mitigation measures proposed 
by the applicant or Suggested by us. 

Point two, cessation of operations because of campness 


in the ground have been covered in several of the written 





th 


10 


1] 


12 


14 


15 


16 








Di 


responses to other comments. In particular I point out that 


in one of those responses I mentioned the condition -- I 


think it was number eight, Sonoma County Condition No. 8 

of the original list, which had a biologist making the 
determination, going along before construction proceeds 

and making determinations as to whether construction in oat 
given area should start. 

The other comments were general and had to do with 
decisions that are properly made by members of your Board, 
and we have as much as possible in all of our EIR's stayed 
away from trying to balance beneficial versus detrimental 
impact of a project. That is not our purview. That is your 
job, and we are glad you are the ones who have it. 

CHAIRMAN KJELDSEN: Thank you. 

MR. CORDILL: Mr. Chairman, may I point out that 
on the two specific remarks here referred for comment by 
the Chairman, the conditions attached to the use permit 
I think adequately treat the work in relation to biological 
or environmental damage. 

CHAIRMAN KJELDSEN: Another letter that is not dated 
was passed to me by Mr. Fish. It is one that I have trouble 
decidings as to whether it is really speaking to the 
environmental impact. It does present some data. Perhaps 
there is some data presented that should be included. 

It does not address itself specifically to any 
references in the envircnmental impact. However, it is 
adding additional information, perhaps. 


Perhaps that should be read into the record. 





6 


| 











the invitation of the chairman to answer some 

questions. I hope this does not happen at your 

meeting. Thank you for your time in reading 

Chiisj. 

"Sincerely, Lois Kirkland." 
That is all I have. 

CHAIRMAN KJELDSEN: That then concludes the written 
documentation and responses. 

We will now take a 10-minute break, and then we will 
proceed into the public hearing. 

(Recess.) 

CHAIRMAN KJELDSEN: Now the Board members' questions 
at this time. 

COMMISSIONER MEESE: Mr. Chairman, I would like to 
dimect) thas sto, Drs Cole. 

On Page 30 you say you carefully avoided judging 
the Running Fence as an art object as part of your EIR process. 

Would you clarify that? 


DR. COLE: What we meant was that we interpret 


| CEQA and the guidelines to say that substantive judgment 


should be avoided at all costs; that our functions as 
consultants is to analyze as quantitatively as possible all 
the impacts, the potential impacts of a project. 
COMMISSIONER MEESE: Pardon me. Is it your opinion 
that the artistic nature of this project has no bearing on 
the EIR process? 
DR. COLE: It has no bearing on what the EIR Says. 


It has a bearing on your decision because -- 


a 
63 


COMMISSIONER MEESE: Mr. Cordill, do you agree with 


that? 


MR. CORDILL: Will you repeat the question again? 
COMMISSIONER MEESE: The artistic nature of the 
project has no bearing on the adequacy of the EIR. 


MR. CORDILL: Well, I don't think the question can 


be answered, very frankly, Mr. Meese. The question is -- and 
let me paraphrase it -- should the EIR in compliance with 
CEQA discuss the artistic aspect of the project, and the 
answer in this instance is No. 

COMMISSIONER MEESE: Thank you. 

Mr. Chairman, in that case I happen to agree. I 
think that the artistic nature is of no relevance to the 
adequacy of the EIR. 

Because we are already an hour late because of that 
submission, or the reading of that document, I would move 
that the B.Z.A. exclude all testimony as to the artistic 
nature or quality of the project in hearing the EIR. 

COMMISIONER REALY: As I recall, that is what you 
did at the last meeting. 

CHAIRMAN KJELDSEN: I don't think that is necessary. 
I intend not to have any input or data submitted at this time 
relative to the artistic quality of that. What we need to 
lookvat. == 

COMMISSIONER MEESE: I would like the agreement of 


the Board. 


COMMISSIONER TORR: I will second the motion, if 





you want it. 








6 


~1 


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12 


13 


66 


= 
\ 
| 1 
| FRCM THE AUDIENCE (Mr. Sutley) : My name 1S Sutley (2) 


and I am in the Peace and Freedom Party, and I live at 60 





Bensen Lane in Cotati. 

I can't cite page number, but I know a lack of 
coverage cn the traffic situation, and that's Javacheff's 
‘joke that there is not even any consideration given to bicycle 
traffic and what happens to the people that ride out in that 
area and the safety factors involved there. 

This is a real dangerous situation if we are going 
to have the traffic stacked up out there. 

I have just a couple of other points to address 
myself to. The monitors to be trained by the Sonoma County 
Sheriff to monitor things. 

I don't know if that deals with the environmental 
impact report, but that's going to cost us a lot of money and 
it's going to mean the County is going to use the slave labor 
of prisoners at the Honor Farm that are ultimately going to 
be the ones to clean it up. 

The only other question I have is, Maybe you can 
find out if this material is being stored on Sonoma County 


property because I heard that it's being stored in a warehouse 


'down at the Petaluma Fairgrounds. And maybe we can find out 


about that. 


CHAIRMAN KJELDSEN: Thank you. 

Anyone else wish to speak to the EIR? 

MR. HEDGEPETH: ‘fy name 1S Joe Hedgepeth, 5660 
Montecito Avenue, Santa Rosa. 


M:y name has been taken in vain here a bit. I will 

















explain very briefly that I am sorry that Dr. Lee got into 


this bind with me. 


He called me up and gave me the distinct 


impression that he had not yet decided to do this job on 


the EIR. I think the rest of the letter is self-explanatory. 


However, there is one point that has to be made. 
He states that there are a lot of areaS on the seacoast 
between laboratories in California. There is only one 
with no developmental military reservation or industry. 

Now, it is true that the application for estuarine 
status is still in the beginning stage. However, at this 
time the National Science Foundation has put out its call 
for proposals for support of field laboratories, and 
Pacific Marine Station is preparing such a proposal. 

It feels that it may have favorable status due 
to the comparative smallness and the long tradition of 
environmental work on changes through time. 

Now, one of the critical questions asked in these 
proposals is, Can you control your environment? 

If you don't own the beach, what guarantee can 
you give? 

We can say, of course, that Tomales Point, Bird 
Rock, are in reserve status by being part of the national 
seashore; and all that is dedicated for special study 
purposes. 

However, all this particular region of coast 
May not be unique. It has become to an extent unique 


because it is a study area. It may not be as easily 


hm 


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6o 


accessible, and that is one of the reasons it is a good 
study area. 

I think actions of Commissions like this which 
would indicate they are not interested in what is going 
on in the local marine laboratories and plans for the 
future, and especially for finances which has some 
financial impact in Sonoma County, since most of the 
staff members of Pacific Marine Station live in Sonoma 
County, most of the business is transacted in Petaluma 
and Santa Rosa. Anyone who expresses in favor of such 
crackpottery as we have -- if you will pardon my personal 
opinion -- will be looked at very critically by the 
committees in Washington. They don't know anything about 
this. They don't care. They are scientists and they 
say, "If the people put up with this kind of stuff, they 
are not really very helpful to us, are they?" 

That's the sum total of my comments. Thank you. 

CHAIRMAN KJELDSEN: Thank you. 

Is there anyone else in the audience who would 
like to speak to this matter? 

LOIS RAYMOND: My name is Lois Raymond. I live 
at 317 Meacham Road. 

I am not very cood at speaking; so I hope you bear 
with me. 

I hope that you read my letter to the Board and 
comments that I included as a summary for my conclusions 
imischias! etter: 


The responses to them state that the EIR is 


tJ 


awa 





quoted that none is necessary since it's a quote from then, 
but I really think that some of it should be brought out 
and noticed. 

2.5 cubic feet of solid waste would be produced 


each day by the workers themselves. That is Page 43, Item 


(ca). 
Page 44 in the first paragraph reads: 
Meiie about 40) to 80recubie) vardsof 
solid waste could be disposed of in the 
a©neas 
Also in regards to fire protection, Page 44, Number 
(e): 


"The use of a motor-driven vehicle on the 
dry grassland area creates a potential for 
£ime" 

Also Page 45, Item (g): 

"., . . the number of autos on the road 
could inhibit swift service by emergency 
vehicles , 

Many of the roads involved in this project do not 
have any shoulders. I do not know how traffic going in 
both directions could pull over for emergency vehicles to 
pass through the center, as was stated in the responses 
about emergency vehicles. 

Also, in Response to 3.9 to my letter it states: 

"The interested audience is that part 


of the public that is interested in art and 


art events." 


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Anyone coming to SOnoma County during the time 
of the showing of the fence will not be able to ignore it. 
I think that the interested audience wiJl be anyone who is 
interested in art, in art events, and anyone who passes 
through Sonoma County who lives in Sonoma County who drives 
through it, whether they had planned to or not, will not 
be able to! dignore it. And my feelings) are that) many of 
them who originally would not come to visit it will take 
a little side tour to see what it's all about. 

rt don't know af “thas as apropos att thas) tame: or 
not. There was a letter from Lois Kirkland, one of the 
farmers on the land that it's going through. She stated 
that the fence will be in for one week. It is my under- 
standing that it will be two weeks. 

I hope you will consider us who live between 
the route of the fence and the busy road who do not have 
the easement agreement that it will be taken down without 
any problems, who will not have monitors to protect our 
homes. 

Also, again I will reiterate that over one 
million gallons of gas will be used by visitors, not to 
mention the jet fuel and boat fuel. I'm trying to separate 
my use permit comments from any EIR comment. You will have 
EOnexcuse me. 

Again, J.14 refers to the non-commercial, non- 
profit nature of the running fence. 

If you will read a copy of the Articles of 


Incorporation, there is nowhere where they sav they are a 


ee ee 


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non-profit corporation. 


TL 


Also J.13. It states too the proposed subdivision 


from Meacham Hill and Pepper Road was irrelevant, and yet 


the gentleman who prepared the EIR told us that they only 


considered the area that the fence would pass through in 


their comments. 


Also, J.13 states that the weekday traffic would 


be less than the weekend traffic and that perhaps they 


could judge the impact of the weekend traffic from that. 


The Valley Curtain which was only up for 28 hours 


drew 10,000 people in one day, the first day. 


Also J.26: Who is going to give these monitors 


any authority to stop the trespassing? I have been told by 


the Sheriff's Department that I have no right to stop any- 


thing from trespassing on my property myself; that I can 


ask them to leave, but actually I have no authority. So I 


am wondering, Who is going to grant monitors authority to 


protect anything. 


Also J=—29, the no-smoking, thing dis}\Z ‘thank, not 


enforceable in the great outdoors. 


J-30, in case of emergency under congestion: the 


authorized traffic controllers could block access to 


particular road sections until the emergency vehicles 


have gotten through. 


As I said, some of these roads do not have 


shoulders. And also if there is going to be parking and 


stopping allowed on the shoulders, 


room for emergency vehicles. 


there will not be any 











And while I do not hold the view from the rear of 
my home in perpetuity the area in which I live is also 
zonea for rural residence uses, and I do not feel this 
is an acceptable use in this area. 

I would not oppose someone who is building a 
home there because that's : necessary uSe and it is what 


tS Z One GumssOncr. 


© brought a picture, Lf you want, 12 anyone would 
g Ys 


like to look at it to see what the view is. 
COMMISSIONER SWENSON: Will a staff member pass 
that around, please? 


LOIS RAYMOND: J.14 is exactly what I was trying 


to bring out: that the place where my home is located would 


be a viewpoint and a hazard will cause some very serious 
problems for me and for my neighbors. 

The traffic situation from Meacham Road where 
figures taken in April of 1975, well, the dump traffic 
increases as the year goes on, and towards the beginning 
of fall when people are starting to take out their summer 
gardnes, or whatever, the dump traffic increases greatly. 

Also I question their talking about the maximum 
peak period existing traffic is higher on the Labor Day 
weekend than on weekdays. 

I think that the figures are available for the 
use of the dump on Sunday, whether it is a holiday or not, 
and they are higher than when the dump is closed. 


Aliso (one) jof ehe things wthat: ==" 


Ohl 7.11. Excuse mek | itaskec about howenes cabie 


hm 


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would be brought in and unreeled, but there is no comment 


as to what the weight of the cable is or the machine that 


will be used to unroll it. 


I think that's all the comment on the EIR. Thank 
you. 

CHAIRMAN KJELDSEN: Is there anyone else who would 
like to speak to the EIR? 

CAROLINE WILLIAMS PAYNE: Yes. My name is 
Caroline Williams Payne. I live at 361 School Road in 
Cotati, and I would like to read into the record a motion 
that was made by the City of Cotati on March 4, UOWSt. 

This was after the letter which was received by 
the consultants in reference to whether Cotati had objection 
to the project or not. 

"The motion was made that the City Council 
indicate to the Board of Supervisors that Cotati 
disapproves of the fence proposed by Christo 
in terms of the impact it would have in bringing 
more people into Sonoma County as well as because 
the fence would use beautiful natural resources 
for a stunt.” 

The motion was approved by a four to nothing vote 
with one abstention. 

CHAIRMAN KJELDSEN: Thank you. Is there anyone 
else in the audience who would like to speak to the EIR? 

ROMALD RAYMOND: Yes. My name is Ronald Raymond. 


I live at 317 Meacham Road. 


The summary on Page 5 talks about a five-fold 








bho 











74 


inereaselin nowse. | Metoseyetes, ehey “tell us, willl add¥ to 
the noise. 

They still haven't answered how much these cable 
reels weigh or how much pressure the SS of that truck 
from Oakland will exert on the ground. My wife expressed 
our views. 

Our present understanding of the Williamson Act, 
Section sl 20 (nm). and Sectton Mi23/71(K) | baragraph 3s), 2S 
that it allows certain participating recreatdonal use. 

In light of the need to prevent wholesale trespass 
to forestall havoc across the county and the applicant's 
claims that the project is inherently designed to be simply 
viewed from a distance, completely obviates the proscribed 
participatory nature of such use. Further, the tenants 
of Open Space Requirements, Section 15201.(0), are to 
prevent blocking public view from rural areas. This proposal 
is an apparent contradiction on these bases. 

I would like to reiterate that all of the fire 
departments running from Graton, Santa Rosa and Petaluma 
are all long runs, and they are going to be very congested. 
And I would take issue with the proposition that people pull 
over. People coming at you will pull over to the right, 
and people in front pull over to the left. 

I have driven equipment, Code 3, and I know that 
half the time they stop dead center and you can't go either 
way tc co around them because you don't know which way they 
ane going te: jump). 


Page 44 says, "The increase in number of persons 


to 


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19 


20 





and vehicles in this area, during the Season when the grass 


is dry and the fire danger generally is high, compound the 


fire danger and increases the chance that fire departments 


would be 


called upon.” 


Page 46 calls for trashcans at stopping points 


along the roadway, and they tell us, "There are no stopping 


points along the roadway." And they point out about 50 


stopping 


points along the roadway and 50 additional hazard 


stops where it is dangerous to stop along the roadway. 


at these 


For cars to be pulling in and out of heavy traffic 


points is insane. Traffic jams would become 


monumental and many people would misjudge these narrow 


pulloffs 


problem. 


Novato. 


blockage 


views. 


audience 


and end up in the ditch, compounding everyone's 


And it speaks of traffic being effected south of 


On Page 53 it correctly describes it as intrusive 


or partial blockage of close-in and panoramic 


Thank you. 
CHAIRMAN KJELDSEN: Is there anyone else in the 
who would like to speak? 


I may remind you that what we need to have is 


information relating to the adequacy or inadequacy of the 


EIR and information on that. 


When we get to the use permit some of these concerns 


that have been expressed are really applicable there. Let's 


continue. 


on 


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MP. DOUG KORTY: My name is Doug Korty. I live at | 
505 Lichau Road, Penngrove. 

I have three. Major Criticisms of the report. 

I would like to say first that I worked for the 
National Commission on Water Quality, Vice President 
Rockefeller's study of the water pollution problem in this 
country. 

We had dealings with Environmental Science Associates 
and consider them one of the better firms in the business. 

I think the report in general is very well done 
and reflects well on both the contractor and the Planning 
Department staff. 

My ‘criticisms are, first of all, the Applicant has 
agreed to leave no trace of the proposed fence and also to 
pay for or be responsible for all costs related to fire 
control and crowd and traffic control, police protection, 
ambulances, litter removal, forestry services and the 
possible destruction of archeological sites. 

I did not find in the environmental impact report 
the results of any investigation by the contractor or of 
what the total cost of all this might be and in any way 
any suggestions for a way that the County can guarantee that 
any and all of these expenses would be paid by the Applicant. 

I think that the expenses could be rather substantial. 
I'm not sure that the $150,000 bond would suffice. I am 
not sure. There is no evidence that the Running Fence 
Eorporation, in fact, has even $150,000 an assets. 


On Page 33 of the report the contractor ventures 


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the opinion that, "The running fence, the landowners 
easement agreements with the Running Fence Corporation and 
agricultural preserve contracts with Sonoma County do not 
appear to be in conflict. Therefore, the Running Fence 
can be considered not incompatible with agricultural or 
open space use." 

This iS opinion and yet is stated as a conclusion. 
Worse, it confuses a technical issue: the agricultural 
preserve contracts with broader issues of land use. 

I assume people use a phrase such as "not 
incompatible" to avoid saying "compatible". 

I believe that the running fence is compatible with 
neither agriculture nor open space. It would be hard to 
conceive of anything more spectacularly antiethical to 
"open space" than a 24-mile long 29-foot high fence. 

The incompatibility with agriculture involves the 
erosion and fire threats as well as the legal issue of 
the agricultural preserve contracts under the Williamson 
Act. The contractor's stated reason for believing the 
running fence creates no conflict with the agricultural 
preserve contracts is that no direct profit from admission 
charges will be earned by the applicant. By this, indirect 
income will be earned in the form of sales of art works 
created in conjunction with the project but sold elsewhere. 

By this interesting distinction between direct 
anc indirect profits a factory would be not incompatible 
with agriculture or open space as lona as the owners 


refrained from charging admission. 








78 


Not only does the Running Fence Corporation plan 
to earn income from this project, but the landowners are 
receiving substantial income in the form of gifts for the 
use of their land. 

Since the IRS would treat these gifts as income, 

I don't see why Sonoma County should be involvec. 

The contractor should do a thorough investication 
of the financial interest of the applicant and of the lana- 
owners. 

My thisd Criticism 1S that the contractor f£-rled 
to treat the question of whether the fence represents 
visual pollution. If the fence is constructed, peopie 
living Ineos traveling thzouch the aitected area wits have 
no choice about whether to view it. Much like the biliboare 
advertisements, the fence will be there for all cf us tc 
see, Like it or not, 24 milles of it, 20 feet high, bzockiuc 
a gooe deal of the natural scenery which we might prefer. 

The fence is purportedly an educational experience 
anc a q2f£t for ‘the public. 2, fon one, do not appreciate 
either the generosity or the condescension of the aprlicant. 
The contractor should have made an effort to assess the 
attituces of others who may be forced to view the fence 
in various stages of construction for seven months. 

Thank you. 

CHAIRMAN KJELDSEN: Is there anyone else in the 
aucience who would like to speak to the EIR? 

(No response.) 


Is there anyone else in the audience who would like 


1] 
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13 


15 
16 
17 
18 
19 
20 
21 
22 
23 
24 





to speak to the EIR? 


(No response.) 

There are Staff questions that the Board has at this 
time of Staff. 

COMMISSIONER REALY: One thing I would like to 
know in this report here, it says it is a limited corporation 
with a capital of $51,000. I can't see whether it is 8 or 
6, but if that's what the corporation is, how are they going 
to get a hundred thousand dollar bond? And it says in the 
report here a $150,000 bond and a million dollars in 
insurance with a $50,000 corporation. 

CHAIRMAN KJELDSEN: Can we have the preparer of 
the EIR respond to some of the issues that were raised in 
answer to some of those so we will have it as part of the 
record? 

DR. COLE: Would you like, Mr. Chairman, to take 
this last Board comment first? 

CHAIRMAN KJELDSEN: Yes, let's answer that. 

DR. COLE: I think the comment was with respect to 
a starting figure when the corporation was formed. 

First of all, I think everyone is aware that on 
the running fence alone something close to perhaps not 
over a million dollars has already been spent. That is to 
say, the corporation income from the sale of art generated 
on previous and the current project is used for expenditures 
on these. 

Secondly, I believe the bond is already available, 


TS) ateenote 


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80 


JEANNE-CLAUDE JAVACHEFF: And paid for. 

CHRISTO JAVACHEFF: One half million dollars. 

COMMISSIONER REALY: Why don't you put that under 
J.32? It says nothing about it. 

DR. COLE: That was) an oversight. Actually 2tais 
a partial oversight simply paca’ we have cited the fact 
that a Sonoma County condition -- I think this appears on 
Page 23 -- was that a bond be obtained, and we considered 
that the binding principle. 

CHAIRMAN KJELDSEN: Any other questions that the 
Board has? 

Mra Meese? 

COMMISSIONER MEESE: Yes. JI was going to ask Mr. 
Fish, Is the bond that is created satisfactory to you or 
protecting the public interest? 

CHAIRMAN KJELDSEN: That really is on the subject 
of the use permit, and I think that is all we are looking 
at now, Has the EIR addressed itself to that? And I think 
I would rule that out of order. 

COMMISSIONER MEESE: I will agree with you. I am 
sorry. I would like to ask, though, if this question of 
cost is pertinent as far as CEQA is concerned to the EIR 
process. 

The centleman brought up the question as to whether 
the costs were examined adequately or not. How does that 
fit as far as SEQA is concerned? 

MR. CORDILL: I am not sure I understand what 


costs are being described here. But insofar as a Gescription 


81 


uf the existing environmental conditicns and the effect of 


the project itself, it is immaterial what the costs may be 


so long as the nature of the structure in the project does 


not change. 


COMMISSIONER MEESE: Okay. 


DR. COLE: There is another way to answer that which 
might be helpful. 


The legislature has been wrestling with the 


problem practically since '72, the question of whether or 
not an economic impact report should be required at the same 
time as an environmental impact report. 

Now, that very distinction implies that there is 


not a statutory guideline requirement for discussion of 


€conomic fears in an EIR. Our firm as a matter of policy 
has on most conventional projects, as well as this one, 


discussed those aspects of economics which concern community 


service costs because we see those as very much relevant 
to a lead agency's decision. But economics on the other 
side, the potential benefits we feel are not necessarily 
required in the EIR. 

CFAIRMAN KJELDSEN: Thank you. 


Miss Swenson has a question. 


COMMISSIONER SWENSON: Yes. On the question of 
fire and other emergency services -- perhaps I have missed 
it -- but I know you read the proposed mitigation measures, 
and I understand that you recognize there is a fire hazard 
in this area and that the roads, some of these roads, 


particularly Walker Road, is extremely narrow. It is 


to 


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13 
14 


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82 


essentially a one-lane read. 


Tipit Suenw Ola aR ale haviemmusised sats how, would 
the mitigating measures or what mitigating measures could 
be used to insure that emergency vehicles could get through, 
an ambulance or some kind of a fire rig in case of a fire? 

. I understand from your statistics that there is 
arfaanily high probability of fires an, that area. 

Have you dealt with this issue? I have not found 
anes 

DR. COLE: In our responses we were not dealing 
specifically with roads such as Walker Road. If it indeed 
will not allow an emergency vehicle to get through between 
two rows of cars with one set of wheels on -- 

COMMISSIONER SWENSON: It will accomodate one. 

FE sdrove last. 

DR. COLE: If that is true, then the only other 
mitigating measure is the one that we have suggested in 
our written responses, namely, that they would end up in 
a delayed response by the emergency vehicle. But the 
only one would be that the traffic controllers to get 
all the traffic out of there as far as they can when the 
vehicle did come through. 

Now, in further response, let me say something that 
I think is very important in this analysis. I will throw 
some numbers out. 

We made our congestion analysis on what we 
considered to be a worst-case situation, in that we picked 


the second Sunday at which time we assumed that the peak 














83 


buildup of traffic would have occurred as interest developed, 
as the public realized that this was the last chance to see 
the fence. 

Our judgment there was affected very much by the 
history of the Chinese Art Exhibit in San Francisco at the | 
DeYoung Museum where interest picked up gradually over 
what was about a two-month period, two and a half, with the 
largest crowds showing up on the last weekend. | 

Now, further, we had two important numbers in the 
total induced visitor traffic, that is, numbers of visitors 


on that peak Sunday. 





We said that there would be a 30 percent probability |-- 
this is the judgment of our traffic engineering consultant -~— 
a 30 percent probability of 30,000 people or 10,000 cars, 


a 60 percent probability -- that is very close to a 50-50 


probability -- of 15,000 or 5,000 cars, and an outside chance 
of 5 percent of 50,000 people which we did not examine. 

We examined both the worst-case, the 30 percent | 
probability, which is to say, something like 2 to l 
against that happening of 30,000 visitors. 

It was on that basis that we did the whole traffic 
analysis, and that is for that second Sunday. 

We said as a further assumption that the traffic 
buildup to that level, that very likely on the earliest 
days before visitor interest had really developed, traffic 
levels would be about one-quarter of that; so with the 


30 percent or worst-case probability, you would be talking 


about 10,000 cars, about 2500 to 3,000 cars in that first day. 


ho 


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84 


If our judgment is right, that meant first of all 
that the kind of congestion that people worried about, 
anywhere on this interior road network, would not show up 
in those early days; but traffic measurements on those 


early days, which would have to be a part of traffic 


Management -- we mentioned that in the EIR -- would indicate 


the high levels of attendance would be later on in those 
peak days. 

If those traffic measures indicate that conditions 
like our 30 percent were expected to occur on that second 
Sunday, then at that point I would imagine that Captain 
Denton of the CHP would say, "Tear it down," before then. 

That is a condition which I believe is built in. 
It is a condition that the applicant has said he would 
accept. 

If Captain Denton says, "Tear it down now," then 
the removal starts immediately. And it apparently can be 
done in a day. 

CHAIRMAN KJELDSEN: Thank you. 

Are there any other questions? 

COMMISSIONER SWENSON: Can I follow up? What, 
then, if I understand your answer, are you saying? That 
this then would make it very unlikely that there could be 
a Situation of an emergency where emergency vehicles could 
not get through? Is that the substance of your answer? 

DR. COLE: On those very early days if our judgment 
about numbers are correct. 


COMMISSIONER SWENSON: On those very early days? 











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85 








BR COLE: “What ®t "nreal lyesaying Sis, im my squdement 
right now -- this is partly based on a recent analysis 
which I was just doing the day before yesterday -- that you 


would be getting to Level D which is getting pretty bad 





on that second Sunday with our 30 percent probability estimate. 
I would henley Chat those conditions, if they were 
to occur or were to occur on the basis of the first days 
would lead to a decision by Captain Denton to shut things 
down. But I would think that the levels that would occur | 
on the first day, the first few days, would not be enough 
to create the situation you are concerned about. 
COMMISSIONER SWENSON: I have one other question. | 
Does your EIR -- I have not found this -- deal with the . 
possible impact of traffic on Highway 101, possible peetdentes 
lawsuits resulting from them, this sort of thing? 
DR. COLE: We didn't go into the question of lawsuits. 
What we said was that the fence would be attractive to 
people on 101 but that they would get views of its the: Erafttic 
coming in both directions on 101 would see the fence long 
enough in advance so there wouldn't be panic stops by people 
seeing it for the first time. But there could be a danger 


of congestion because people slow down to see it, and you 





could have a cueing feffect with people backing up. 
COMMISSIONER SWENSON: Would the County be liable 
legally for damage or, you know, loss of life or injury 


in such accidents? 


CHAIRMAN KJELDSEN: That is a question properly 


addressed to Mr. Fish, and that will come up. 


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86 


Mr. Realy has a question. 

COMMISSIONER REALY: I would like to call your 
attention to this: there iS an annual report,that was just 
handed to me from the Secretary of the State of Illinois. 

On February 11, 1975, the total of this corporation 
was $51,800. 

CHAIRMAN KJELDSEN: Mr. Meese, do you have any 
other questions? 

COMMISSIONER MEESE: Yes, I have, that pertain 
to adequacy. 

On the matter of visiting by air or viewing by 
air, I don't think you treated that adequately because 
that is the logical way to see the project. I think it 
mightvattract quitera bit.of air traffic. 

I do understand you now. I think Adrian has made 
it clear that you feel that you can predict when the traffic 
situation may be reaching an unacceptable level and the 
project can be shut down. 

As far as the costs go, in several places in here 
you mention the willingness of the applicant to assume the 
burden of costs that are actually mitigating circumstances: 
the cleanup, should it be necessary, the protection of 
the property and one thing and another. If that has to do 
with the mitigating circumstances, it appears like the cost 
of these items are relevant to the EIR process and whether 
the applicant can sustain these costs. 

DR. COLE: Mr. Kayfetz would like to explain that. 


He is attorney for the corporation. 





87 


COMMISSIONER MEESE: I am just dealing with the 
adequacy of the EIR. I am still concerned with whether 
or not these cost figures should be approached. 

MR. CORDILL: May I suggest, Mr. Chairman, I think, 
Mr. Meese, you are confusing the ability of the applicant 
to comply with the condition, with the statement of condition 
necessary to mitigating adverse effect which is contained 
in an EIR. 

COMMISSIONER MEESE: In my mind they are the same. 

CHAIRMAN KJELDSEN: We will recess five minutes to 
change the tape. 

(Recess. ) 

CHAIRMAN KJELDSEN: We are now back in order. 

Mr. Meese, do you want to restate your question? 

COMMISSIONER MEESE: If I understand your answer, 
you are saying that as far as the EIR process to SEQA goes, 
the cost of these mitigating factors are all of no 
relevance? They are not of concern to us in deciding 
adequacy? I want a Yes er No on that. 

MR. CORDILL: In other words, so far as the EIR 
is concerned, the EIR if it specifies the mitigating measures 
that are needed in order to minimize adverse environmental 
effect of the project and a mitigation condition is 
contained in the use permit, then that use permit is not 
valid, cannot be used by the applicant until and unless he 
can comply with that condition. 

If a bond is required, he can't do a thing until 


he's got his bond. 








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Whether he can afford it or not is not something 
that needs to be argued and discussed in the content of 
the environmental document. 

MR. KAYFETZ: Mr. Chairman, may I add one item -- 

CHAIRMAN KJELDSEN: Your name? 

MR. KAYFETZ: My name is Paul Kayfetz. I am an 
attorney for the applicant. The applicant obtained and 
paid for and provided copies of policies to the County Sita fe 
for the project last year when construction was contemplated 
during September of 1975 from Travelers and other reputable 
bonding companies in the amounts required by the various 
agencies, a total of $25,000 in bonds which stand as surety 
for performance on the various mitigation terms agreed to, 
including cleanup, and also provided certificates of 
insurance for the million and a half dollars liability 
policy covering the County for all risks. So at that point 
the insurers, Travelers and others, stood responsible for 
these risks. 

The terms in this permit again require that such 
proof be provided and be deered satisfactory by County 
Counsel before any work can go forward on the project. 

So I believe that datum would be partially 
responsive to the concern that has been expressed. 

COMMISSIONER MEESE: Mr. Chairman, that is not 
my question. I think my question is very clear, and I would 
like a yes or no answer. 

Are the costs associated with mitigating activities 


a matter of our concern as far as dealing with adequacy of 


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the eELRZ 


DR. COLE: Perhaps I can try to answer that. 

CHAIRMAN KJELDSEN: Let me interrupt. Mr. Cordill 
has stated that once before. Do you want to state it again? 

MR. CORDILL: The answer is No. 

COMMISSIONER MEESE: Thank you. That's good. 

CHAIRMAN KJELDSEN: We have got it on the record 
twice. 

Now, Dr. Cole, will you proceed, if you would like, 
to answer comments relative to the oral testimony that is 
appropriate at this time? 

DR. COLE: I think there was one outstanding 
question from Mr. Meese which concerns air travel to view 
the fence, and we mentioned that as a possibility. 

We had no way of estimating how many people would 
use that approach. We were not sure if we had a number 
how we could say anything about the potential environmental 
impact, that kind of thing. 

COMMISSIONER MEESE: But you think it would be 
insignificant? 

DRe (COLE: | "irywouwld thankso. 

COMMISSIONER MEESE: Thank you. 

CHAIRMAN KJELDSEN: Will you proceed to give your 
responses? 

DR. COLE:, Twill try... 2 tried to write jas) fast 
as I could, Mr. Chairman, as people were giving their 
comments. I may have missed them; and if I missed anything, 


I would appreciate having the people who made the comments 





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| 
tell me I did. | 
I think Mr. Rhinehart made the first comment when | 
hewwas talking sabout»s-— EL beltevethe Trererred to rt as | 
just an antiaesthetic pollution. I don't think anything | 
further than what has been said in the EIR or the response 
comer: aeeenee to the comment may be said. 
I will not make any comments on those comments 


which were favorable to the project and which did not 


speak to the adequacy or completeness of the EIR. 


I have no notes on Mr. Christopher. I don't remember 
whether he had derogatory comments. No responses on Mr. | 
Solinsky or Miss Kirkland. 

Mr. Sutley (sp?) claimed that there was a lack 
of consideration dieiay to traffic. I don't see how one can 
make that judgment. We have a very long and detailed traffic 


calculation, and I think we covered the bases. 


He mentioned bicycle traffic and the danger to 


| 

bicyele traffic. Aldi I can sayin thatrespect as that | 

visitor traffic to this project as it developed would | 

presumably be moving fairly slowly; some people would be | 

at a standstill. | 
Somewhere in the files there is a response from 

one of the agencies -- that may have been CalTrans -- to the 

effect that slowdowns of traffic induced by any reason lead 

to less likelihood of accidents than normal traffic 

operations on roads. 


Mr. Sutley mentioned monitor training and the 


costs, and the implication of his remarks were that these 


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would be a burden upon the County. 

That is a cost which has been accepted by the 
applicant, and it would be obviously paid for long before 
the fence went up. 

There is a question about where the material is 
stored. The answer from the applicant is it is not at the 
fairgrounds. If that is a major issue, we can go a little 
further. 

Dr. Hedgepeth commented on his view of the unique- 
ness of the coastal area and talked about the National 
Science Foundation call for proposals asking, "Can you 
control your environment?" 

The only response I can make to that is that 
if any State in the United States is more concerned about 
recreation or control of the coastal zone environment of 
California, I am not aware of it. ; 

California has a SEQA which is a full operation. 
It has the Coastal Commission. As I read the requirement, 
other estuarine zones would be regulation, not ownership. 

I think the basic question for Dr. Hedgepeth's 


concern about the interactions of a project such as the 





: 
running fence with the area as a study area are, What effects | 


would this project have, if approved, on the liability of 
that part of the coast as a study area? And I think every 
biologist who has been called upon in any capacity or by 
anyone in this study since the U.R.S. first started on the 
use permit has indicated that there is nothing particularly 


unique about this. 


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CHAIRMAN KJELDSEN: Just specifically, to home in 
on that, would that affect that area as a study area? 

DR. COLE: I don't see how. 

CHAIRMAN KJELDSEN: Thank you. 

DR. COLE: And in summary of our responses to Dr. 
Hedgepeth, in today's testimony and, to the best of my 
knowledge, in his fourth correspondence he has still named 
no specific biological impact, no specific detrimental 
biological impacts of the fence as proposed in the coastal 
zone. 

And that really is the substance of Dr. Lee's 
response, also. 

Proceeding to Mrs. Raymond's comments, these went 
pretty fast; and I may have missed some. 

She said that the fact that the EIR was quoted 

\ 
by her andwith no further statement on some of these points 
should not be neglected, and she is right. 

These points should not be neglected when you are 
considering the use permit. They had nothing to do with 
the adequacy of the EIR. They are there. She accepts them. 


She refers to the question of cable weights. I 


have answered that partially in my response -- I believe it 
was K.6 - to Mr. Raymond. ‘Two experts -- Mr. Thomas and 
Mr. Fuller -- stand ready to answer any detailed questions 


about weights if you feel they are necessary. 
Otherwise I think that response covered that. 
I think Mr. Raymond asked, "How do we know what the 


weights will be per tire?" 


Nh 


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We have a statement that they will be limited such 
that weights per tire will be less than those on ordinary 
pickup trucks and that the multi-axle vehicles will all carry | 
flotation tires. | 

If you need, we stand ready to answer any questions. | 

Another point that Mrs. Raymond made, if I under- ! 
stand correctly, her contention is that the monitors will | 

| 
protect only the property of the ranchers across whose | 
property the fence will go. 

That is not so. The monitors will be posted at 
places where the potential is high for trespass, stoppages, 
and what have you. 


If I understand the applicant's contention correctly, 


the Happy Acres will be one of those locations because it 


may be so tempting for trespass. 

In a comment she made about the advertising 
promotional aspect of the applicant's operation, she mentione 
casual visitors, people out driving who will be looking at 
the fence. Such people are not affected by advertising or 
promotion. They are there. Their numbers are assumed in 
the traffic calculations. 


The advertising and promotion affects those people 


who specifically go to see the fence, travel to see it. 
She mentioned the energy use and quoted the top 
numbers for gasoline and jet fuel consumption that we gave. 
I have said this, I believe, in my responses; and 
I want to repeat that energy calculation was very, very much 


a worst-case analysis. It is assumed that every one of the 


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visitors we listed counted would make a special trip to 


see the fence; that they would not be driving somewhere else 


on the same day. 


In the calculations of air travel, commercial air 
travel, we assumed that per passenger jet fuel usage, again 
as a worst-case, because of less special flights made for | 
carrying people who want to view the fence, those flights 
would be going on anyway. 

So in a way I am embarrassed about the numbers that 
came out because they are so high because of our attempt 


to be worst-case. 


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I think if one sat down and tried to figure out | 
what percentage of this fuel is really chargeable, attributable 
to the running fence, it would turn out to be a very, very | 
much smaller number. | 

Mrs. Raymond made another point about thé subdivision, 
specific subdivision. I am not sure what she had in mind. 

She cited the section on population and community 
characteristics which discussed only as background trend 
in the County as a whole, and I don't see the point in mention- 
ing a specific subdivision as opposed to all the other 
potential subdivisions that may go in in the next one, two, 
five, or ten years. | 

She mentioned that 10,000 visitors came to see the 
Valley Curtain on the first day. I assume that was 
visitors and not cars, which would mean that figure is 
one-third of our peak Sunday number at 30 percent probabilities 


so that that number would be about what we would estimate 


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aS a maximum for the early days of the project. 


That number converged on one point, and the people 
who were involved in that report: we have one letter in 
the appendix exhibit that said there were no particular 
problems at this number. The number we are talking about 
will split over the whole network. 

Mrs. Raymond asked what control monitors would 
have over trespassers who refused to leave. They can 
ask them to leave. If they don't, the monitors can call 
on the two-way system, call on the on-duty police people 
and have them there to take care of the problem. 

Mrs. Raymond mentioned the rural residential 
nature of her area in connection with our statement about 
the view, and all we can do is reiterate that Happy Acres 
is an approved subdivision, and at full development there 
can be 10 homes between her and the view, between her and 
the fence route. 

She mentions again that there are hazards because 
her home is at a viewpoint that we name. That is exactly 
what we said. 

She mentioned that the dump traffic would increase 
greatly by September and that we use an April count which 
was the last count that the Public Works Department gave 
us on Monday. 

Our number for Sunday all-day traffic on Meacham 
was 1300 vehicles on the dump road one-way. That is versus 
a 1500 number that Mr. Raymond quoted as having gotten as 


kine of, I think, a worst-case analysis for him. So the 





hm 


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numbers are very close together, and the difference would 
not affect our conclusions. 

It was at this point that she mentioned the 
weight of cables, et cetera, and I have already responded 
to that one. 

Mrs. Payne read into the record the circumstance 
on the Cotati letter against the proposal. 

There was such a letter in our responses. I think 
nothing more need be said. 

Coming to Mr. Ronald Raymond, he mentioned the 
Summary, Page 5, a five-fold increase in noise. That is 
a statement quoted from the EIR. It is a matter for your 
decision with respect to the use permit, not the adequacy 
of the EIR. 

He again mentioned the cable weight. He mentioned 
fire runs of emergency vehicles. We have already tried to 
answer that with respect to your questions. 

He mentioned an apparent conflict in the Draft 
EIR, statements about trashcans along stopping points 
and no points for stopping, et cetera. 

What the Draft EIR attempted to do -- and probably 
we haven't made this clear to all readers -- is first state 
where the potential stopping points are, assuming there is 
no control, where it would be attractive for a motorist 
to pull over and stop to take a long look at the fence or 
take pictures of it. We then said that motorists would be 
permitted, presumably permitted to stop only at certain 


locations; and we specified along our road Type 2, and we 





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documented this with a map. I believe it was J.3 in the 


EIR. 


Clearly if the decisions were made by the CHP 


and the Sheriff's Department that no stopping would be 
allowed on the narrow road, then there would be no point 

in putting trash containers at points along those roads. 

So we see no internal inconsistencies in our statement about 
stopping points and litter collection points. 

Mr. Korty's comment: we thank him for his statement 
of praise for the firm.. 

He asked about the costs, certain costs to the 
County; and I think those questions have been covered very 
well by your questions and the responses to them. 

He asked questions about the bonding and the assets, 
and these have been covered. 

He raised the issue of the Williamson Act agreement 
and raised the question of broader issues of land use in 
open space, et cetera. And all I can do, since the question 
is really the same as that of Mr. Raymond, is state this: 
the Williamson Act contract have two aspects. This is my 
understanding based on conversations with Mr. Fish. 

One is whether the current landowners' agreement 
with the County under the Williamson Act provisions prohibit 
this proposed use; and the answer, as it was the opinion 
of a member of County Counsel's staff, there is no such 
provision. 

The second ieeuel was the detrimental effects on 


the preservation of agriculture in the County; and we have 


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98 


answered that in the growth-inducing impact summary of the 


report and the economic section by 
the project will not induce growth 


at current rates with the existing 


growth. 


saying it appears that 
beyond that expected 


pressures for developmenta 


Finally, according to my notes, he mentioned the 


fence as a form of visual pollution inflicted on the whole 


community, and we again say this is a matter of judgment. 


And we have tried to stay away from it. 


CHAIRMAN KJELDSEN: 


remarks? 


Does that conclude your 


DR. COLE: It concludes the notes I have on comments 


CHAIRMAN KJELDSEN: 


that the Board has pero we close the public hearing? 


COMMISSIONER MEESE: 


question. I think it should 


As far as the adequacy portion of it, it is a 


Are there any final questions 


I would like to ask one brief 


be answered Yes or No. 


pretty comprehensive traffic study; but apparently one of 


your basic assumptions is there would be no attempt to 


maximize visitors to the fence. 


that you used. 


That is one of the assumptions 


For some reason subsequently there was a determina- 


tion to attempt to maximize visitation to the fence. 


impact would that have on your study? 


~ DR. COLE: As I recall the way in which these 


What 


traffic figures were developed, they are independent of 


that consideration. 


COMMISSIONER MEESE: 


Thank you. 


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CHAIRMAN KJELDSEN: Your second question, though, 


wasn't answered. 


What impact would it have if visitor viewing was 


maximized? 


Maybe I missed the point. 


DR. COLE: I think our traffic numbers are based 


on the assumption that there would be attempt to maximize. 


CHAIRMAN KJELDSEN: Are there any questions? 
If not, I will close the public hearing. 
We are open for discussion among the Board. 


The chair is ready for a motion. 


COMMISSIONER MEESE: Mr. Chairman, I had a few 


reservations, and they were basically rather minor; so 


would move that we certify the EIR adequacy. 
COMMISSIONER SWENSON: Second. 
COMMISSIONER TORR: Does it include all the 


additions? 


CHAIRMAN KJELDSEN: Yes, it automatically does. 


We have a motion to certify the adequacy of the 


EIR. Discussion on that motion? 


(No response.) 


It's been moved and seconded. Hearing no discusSion 
g ’ 


will you call the roll? 
STAFF MEMBER JOHNSON: Commissioner Realy? 
COMMISSIONER REALY: Aye. 
STAFF MEMBER JOHNSON: Commissioner Swenson? 
COMMISSIONER SWENSON: Yes. 


STAFF MEMBER JOHNSON: Commissioner Meese? 











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